ML13254A120

Attachment 6 - Updated Evacuation Time Estimates for Limerick Generating Station Plume Exposure Pathway and ETE Review Criteria Checklist

ML13254A120
Person / Time
Site:	Limerick
Issue date:	09/05/2013
From:	Exelon Generation Co
To:	NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
RA-13-085, RS-13-221, TMI-13-137
Download: ML13254A120 (246)

Text

ATTACHMENT 6 Updated Evacuation Time Estimates for Limerick Generating Station Plume Exposure Pathway and ETE Review Criteria Checklist

Limerick Generating Station ETE Review Criteria Checklist

Limerick Table B-1 ETE Review Criteria Checklist Criterion Addressed In ETE Analysis _Comments (YeNo) 1.0 Introduction

a. The emergency planning zone (EPZ) and surrounding area should be described, yes Sect 1.2

b. A map should be included that identifies primary features of the site, including major roadways, significant topographical yes Figure 1-1, Figure 4-1 features, boundaries of counties, and population centers within the EPZ.

c. A comparison of the current and previous ETE should be provided and includes similar information as identified in yes Table 1-3 Table 1-1, "ETE Comparison," of NUREG/CR-7002.

1.1 Approach

a. A discussion of the approach and level of detail obtained during the field survey of the roadway network should be yes Sect 4.3 provided.

b. Sources of demographic data for schools, special facilities, 1P large employers, and special events should be identified. yes Sect 2.1, 3

c. Discussion should be presented on use of traffic control plans in the analysis, yes Sect 2.1

d. Traffic simulation models used for the analyses should be identified by name and version. yes Sect 5.5

e. Methods used to address data uncertainties should be described, yes Sect 6.6 1.2 Assumptions

a. The planning basis for the ETE includes the assumption that the evacuation is ordered promptly and no early protective yes Sect 2.1, 3, 5.4 actions have been implemented.

b. Assumptions consistent with Table 1-2, "General Assumptions," of NUREG/CR-7002 should be provided and yes Sect 2.1 include the basis to support their use.

1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, should be developed for the ETE analysis, or a reason yes Sect 2.2.1, No "Special Event" see section 2.4.4 should be provided for use of other scenarios.

_______________________________________(YeSIN6)

I Criterion Addresseid in TEAnalysis

-Cmmn Commnts....

1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in c development of a staged evacuation. 1 yes 1.4 Evacuation Planning Areas

a. A map of the EPZ with emergency response planning areas yes Figure 1-1 (ERPAs) should be included.

b. A table should be provided identifying the ERPAs considered for each ETE calculation by downwind direction yes Table 6-2 &6-3 in each sector.

c. A table similar to Table 1-4, "Evacuation Areas for a Staged Evacuation Keyhole," of NUREG/CR-7002 should be yes Table 6-2 & 6-3 provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

2.0 Demand Estimation

a. Demand estimation should be developed for the four population groups, including permanent residents of the yes Table 3-1 thru 3-4 EPZ, transients, special facilities, and schools.

2.1 Permanent Residents and Transient Population

a. The US Census should be the source of the population values, or another credible source should be provided, yes Sect 2.1, 3

b. Population values should be adjusted as necessary for growth to reflect population estimates to the year of the ETE. yes 2010 Census data used for ETE

c. A sector diagram should be included, similar to Figure 2-1, "Population by Sector," of NUREG/CR-7002, showing the yes Figure 1-2 population distribution for permanent residents.

2.1.1 Permanent Residents with Vehicles

a. The persons per vehicle value should be between 1 and 2 or y justification should be provided for other values, yes Sect 3.1.1

b. Major employers should be listed. yes Table A-1 2.1.2 Transient Population

a. A list of facilities which attract transient populations should yes Sect 3.3, Table A-2 &A-3 be included, and peak and average attendance for these yeSct3,TalA2&A3 facilities should be listed. The source of information used to develop attendance values should be provided.

b. The average population during the season should be used, yes Sect 3.2

Criterion Addressed In Comments ETF Analysis (Yes/No) itemized and totaled for each scenario. ' _"_"

c. The percent of permanent residents assumed to be at facilities should be estimated. yes Sect 3.3

d. The number of people per vehicle should be provided.

Numbers may vary by scenario, and if so, discussion on why yes Sect 2.1, 3.3 values vary should be provided.

e. A sector diagram should be included, similar to Figure 2-1 of NUREG/CR-7002, showing the population distribution for yes Table 3-2 the transient population.

2.2 Transit Dependent Permanent Residents

a. The methodology used to determine the number of transit yes dependent residents should be discussed. Sect 3.1.2

b. Transportation resources needed to evacuate this group yes Sect 3.1.2 should be quantified.

c. The county/local evacuation plans for transit dependent residents should be used in the analysis. yes Sect 3.1.2

d. The methodology used to determine the number of people w with disabilities and those with access and functional needs yes Sect 3.1.2

('3 who may need assistance and do not reside in special facilities should be provided. Data from local/county registration programs should be used in the estimate, but should not be the only set of data.

e. Capacities should be provided for all types of transportation resources. Bus seating capacity of 50% should be used or yes Sect 3.1.2 justification should be provided for higher values.

f. An estimate of this population should be provided and information should be provided that the existing registration yes Sect 3.1.2 programs were used in developing the estimate.

g. A summary table of the total number of buses, ambulances, or other transport needed to support evacuation should be yes Table 3-6 provided and the quantification of resources should be detailed enough to assure double counting has not occurred.

2.3 Special Facility Residents

a. A list of special facilities, including the type of facility, location, and average population should be provided. yes Table A-3 thru A-6 Special facility staff should be included in the total special

..... .... .. i. rit. "i Addressed n"" " "'"Comments ETE.Anailysis __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

(Yesi!No)__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

facility population.

b. A discussion should be provided on how special facility data yes Sect 3.4 was obtained.

c. The number of wheelchair and bed-bound individuals should be provided, yes Table A-6

d. An estimate of the number and capacity of vehicles needed to support the evacuation of the facility should be provided, yes Table A-6

e. The logistics for mobilizing specially trained staff (e.g.,

medical support or security support for prisons, jails, and yes Sect 5.2. Part of offsite agency planning process.

other correctional facilities) should be discussed when appropriate.

2.4 Schools

a. A list of schools including name, location, student population, and transportation resources required to support yes Sect 3.4.2, Table 3-4 & A-4 the evacuation, should be provided. The source of this information should be provided.

b. Transportation resources for elementary and middle schools yes Sect 3.4.2 are based on 100% of the school capacity.

c. The estimate of high school students who will use their personal vehicle to evacuate should be provided and a basis yes Sect 3. POV adjustment N/A for the values used should be provided.

d. The need for return trips should be identified if necessary. yes Sect 6.7, Table 6-6 2.5.1 Special Events

a. A complete list of special events should be provided and includes information on the population, estimated duration, no See Sect 2.4.4 and season of the event.

b. The special event that encompasses the peak transient population should be analyzed in the ETE. no See Sect 2.4.4

c. The percent of permanent residents attending the event should be estimated. no See Sect 2.4.4 2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for areas outside the evacuation area extending to 15 miles yes Figure 1-2 from the NPP.

b. Population estimates for the shadow evacuation in the 10 to 15 mile area beyond the EPZ are provided by sector. yes Figure 1-2

Cyiterion Addressed In Analysis Comments Com (Yes*No)

c. The loading of the shadow evacuation onto the roadway network should be consistent with the trip generation time yes Sect 5 generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic

a. The volume of background traffic and pass-through traffic should be based on the average daytime traffic. Values may yes Sect 2.1, 4.3 be reduced for nighttime scenarios.

b. Pass-through traffic should be assumed to have stopped yes Sect 2.1, 4.3 entering the EPZ about two hours after the initial notification.

2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the total populations and total vehicles used in the analysis for yes Table 3-1 thru 3-5 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.

3.0 Roadway Capacity

a. The method(s) used to assess roadway capacity should be yes Sect 4 93 discussed. ~e et U.'

3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been conducted. yes Sect 4.1

b. Information should be provided describing the extent of the survey, and types of information gathered and used in the yes Sect 4.3 analysis.

c. A table similar to that in Appendix A, "Roadway Characteristics," of NUREG/CR-7002 should be provided, yes Appendix C

d. Calculations for a representative roadway segment should be provided yes Appendix C

e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be yes Appendix C provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.

3.2 Capacity Analysis

a. The approach used to calculate the roadway capacity for the transportation network should be described in detail and yes Sect 4

• Criterion Addressed in Comments ETE Analysis (Yesmo),

identifies factors that are expressly used in the modeling.

b. Tshould capacitybe usedain the ETE identificalculatwhere field information yes Sect 4.3. Field information used to verify model 3.3 Intersection Control

a. A list of intersections should be provided that includes the total numbers of intersections modeled that are yes Appendix C unsignalized, signalized, or manned by response personnel.

b. Characteristics for the 10 highest volume intersections within the EPZ are provided including the location, signal cycle yes Table 7-1 length, and turn lane queue capacity.

c. Discussion should be provided on how time signal cycle is used in the calculations. yes Sect 4.3 3.4 Adverse Weather

a. The adverse weather condition should be identified and the effect of adverse weather on mobilization should be yes Sect 2.4 considered.

b. The speed and capacity reduction factors identified in Table CD 3-1, "Weather Capacity Factors," of NUREG/CR-7002 yes Sect 2.4 should be used or a basis should be provided for other values.

c. The study identifies assumptions for snow removal on N/A impediments are part of the PAD process streets and driveways, when applicable.

4.0 Development of Evacuation Times 4.1 Trip Generation Time

a. The process used to develop trip generation times should be yes Sect 5 identified.

b. When telephone surveys are used, the scope of the survey, area of the survey, number of participants, and statistical yes Appendix B relevance should be provided.

c. Data obtained from telephone surveys should be yes Appendix B summarized.

d. The trip generation time for each population group should be yes Sect 5 developed from site specific information.

4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their y homes but are not assumed to be at home at all times. Trip yes Sect 5

Criterion Addressed in comments ETE Analysism (YO.No) generation time includes the assumption that a percentage of residents will need to return home prior to evacuating.

b. Discussion should be provided on the time and method used to notify transients. The trip generation time discusses any yes Sect 5 difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.

c. The trip generation time accounts for transients potentially Sect 5 returning to hotels prior to evacuating. yes

d. Effect of public transportation resources used during special events where a large number of transients are expected yes See Sect 2.4.4 No "Special Event" scenario req'd should be considered.

e. The trip generation time for the transient population should be integrated and loaded onto the transportation network yes Sect 5 with the general public.

4.1.2 Transit Dependent Residents

a. If available, existing plans and bus routes are used in the ETE analysis. If new plans are developed with the ETE, they yes Sect 5.3, 3.1.2. Transportation assistance phone should have been agreed upon by the responsible numbers and pickup point information is published for

-4 authorities. the public.

b. Discussion should be included on the means of evacuating ambulatory and non-ambulatory residents. yes Sect 5.3

c. The number, location and availability of buses, and other resources needed to support the demand estimation are yse Table 3-6 provided.

d. Logistical details, such as the time to obtain buses, brief drivers and initiate the bus route are provided, yes Sect 5.4.3, 6.7

e. Discussion should identify the time estimated for transit y sS c .

dependent residents to prepare and then travel to a bus yes Sect 6.7 pickup point, and describes the expected means of travel to the pickup point.

f. The number of bus stops and time needed to load ysSc .

passengers should be discussed. yes Sect 6.7

g. A map of bus routes should be included. N/A Pickup points are published. Routes are not scripted.

h. The trip generation time for non-ambulatory persons includes the time to mobilize ambulances or special yes Sect 6.7 vehicles, time to drive to the home of residents, loading time,

CriteriodnAddrdssed ~lihen ETE Analysis. .

and time to drive out of the EPZ should be provided.

i. Information should be provided to support analysis of return trips, if necessary. yes Sect67 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times should be provided, yes Sect 6.7

b. Discussion should be provided on the inbound and outbound speeds. yes Sect 67

c. The number of wheelchair and bed-bound individuals should be provided, and the logistics of evacuating these residents yes page E-2, Sect 3.4, Table A-6 should be discussed.

d. Time for loading of residents should be provided. yes Sect 6.7

e. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 2.1, 3.1.2, 3.6 trips are needed.

f. If return trips are needed, the destination of vehicles should be provided. yes Sect 3.6, 6.7

g. Discussion should be provided on whether special facility CO residents are expected to pass through the reception center yes Sect 5.4.3 prior to being evacuated to their final destination.

h. Supporting information should be provided to quantify the time elements for the return trips yes Sect 6.7 4.1.4 Schools

a. Information on evacuation logistics and mobilization times should be provided, yes Sect 6.7

b. Discussion should be provided on the inbound and outbound speeds. yes Sect 6.7

c. Time for loading of students should be provided, yes Sect 6.7

d. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 6.7, Table 6-6. PA utilizes a "single-lift" strategy.

trips are needed.

e. If return trips are needed, the destination of school buses should be provided, yes Sect 6.7

f. If used, reception centers should be identified. Discussion should be provided on whether students are expected to yes Sect 5.4.3; Schools evacuate directly to host schools pass through the reception center prior to being evacuated

__ __ __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ETE Criterion ETEin AnlysisComments Addressed

.... Analysis _*,

(YesJNo) to their final destination.

g. Supporting information should be provided to quantify the time elements for the return trips, YeS Sect 6.7 4.2 ETE Modeling

a. General information about the model should be provided yes Sect 5.5 and demonstrates its use in ETE studies.

b. If a traffic simulation model is not used to conduct the ETE N/A traffic simulation used calculation, sufficient detail should be provided to validate the analytical approach used. All criteria elements should have been met, as appropriate. 1 4.2.1 Traffic Simulation Model Input

a. Traffic simulation model assumptions and a representative set of model inputs should be provided. yes Sect 5.5

b. A glossary of terms should be provided for the key performance measures and parameters used in the yes page v analysis.

4.2.2 Traffic Simulation Model Outp ut

a. A discussion regarding whether the traffic simulation model 00 used must be in equilibration prior to calculating the ETE yes Sect 5.5 should be provided.

b. The minimum following model outputs should be provided to support review: yes Sect 6, Table 7-1

1. Total volume and percent by hour at each EPZ exit mode.

2. Network wide average travel time.

3. Longest Queue length for the 10 intersections with the highest traffic volume.

4. Total vehicles exiting the network.

5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.

6. Average speed for each major evacuation route that exits the EPZ.

c. Color coded roadway maps should be provided for various times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation yes Appendix D scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions,

Criterion Addressed In ETE Analysis Comments (YesINo) _____________________

if they occur.

4.3 Evacuation Time Estimates for the General Public

a. The ETE should include the time to evacuate 90% and 100% of the total permanent resident and transient yes Sect 6 population.

b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated yes Sect 6 data should be explained.

c. Tables should be provided for the 90 and 100 percent ETEs similar to Table 4-3, "ETEs for Staged Evacuation Keyhole," yes Sect 6 of NUREG/CR-7002.

d. ETEs should be provided for the 100 percent evacuation of special facilities, transit dependent, and school po ulations. yes Sect 6 5.0 Other Considerations 5.1 Development of Traffic Control Plans

a. Information that responsible authorities have approved the traffic control plan used in the analysis should be provided, yes Sect 7

b. A discussion of adjustments or additions to the traffic control yes Sect 7 w plan that affect the ETE should be provided, 5.2 Enhancements in Evacuation Time

a. The results of assessments for improvement of evacuation time should be provided, yes Sect 7

b. A statement or discussion regarding presentation of enhancements to local authorities should be provided, yes Sect 7 5.3 State and Local Review

a. A list of agencies contacted and the extent of interaction with these agencies should be discussed. yes Sect 2.2

b. Information should be provided on any unresolved issues that may affect the ETE. yes no unresolved issues 5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required to yes Sect 6.5 be performed and submitted to the NRC.

5.5 Reception Centers and Congregate Care Center

a. A map of congregate care centers and reception centers should be provided. yes Figure 4-1; Cong. Care is an event specific part of RERP

b. If return trips are required, assumptions used to estimate N/A not required

Crite'rion Add ressed in < C

-i2$

~ ETE Analysis K return times for buses should be provided.

c. It should be clearly stated if it is assumed that passengers are left at the reception center and are taken by separate yes Sect 3.1.2 buses to the congregate care center. III Exelon Technical Reviewer (~QOA~

Date t 143 Supervisory Review Date %IIS-I ,--ý CP

Limerick Generating Station Evacuation Time Estimates

ARCADIS Infrastructure Water, Environment Buildings Imagine the result Evacuation Time Estimates for the Limerick Station Plume Exposure Pathway Emergency Planning Zone Prepared for:

Exelon Generation Kennett Square, Pennsylvania Prepared by:

ARCADIS U.S., Inc.

1 Executive Drive Suite 303 Chelmsford Massachusetts 01824 Tel 978.937.9999 Fax 978.937.7555 Our Ref.:

B0033739.0000 Date:

August 2013

Q ARCADIS Executive Summary Executive Summary This draft report documents the Evacuation Time Estimate (ETE) study prepared by ARCADIS for the Limerick Generating Station (LGS) in Limerick Township, Montgomery County, Pennsylvania. The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of LGS. The most recent complete study of evacuation time estimates for Limerick was performed in 2003. The present study was performed using population data from the 2010 census.

PTV VisionTM software was used to perform evacuation modeling for different scenarios.

The PTV Vision traffic simulation software package includes VISUM (macroscopic traffic simulation) and VISSIM (microscopic traffic simulation). VISUM is a comprehensive, flexible software system for transportation planning, travel demand modeling, and network data management. VISSIM is capable of performing detailed microscopic simulation of traffic and can model any type of traffic signal control and geometric configuration.

The road network used in the evacuation simulations consisted of designated evacuation routes plus any additional roadways needed to accurately simulate conditions during an evacuation. Roadway capacities were determined using NAVTEQTM digital data, updated by ARCADIS based on actual road and intersection data collected in the field in 2011.

Evacuees were generally assumed to proceed out of the Emergency Planning Zone (EPZ) via recommended evacuation routes and to make their way to designated reception centers after leaving the EPZ.

The EPZ for LGS includes parts of three counties in Pennsylvania (Berks, Chester, and Montgomery). The resident population of the Limerick EPZ is estimated at 292,061 permanent residents. The 2010 U.S. Census data at Block Group level was used to determine population in each EPZ Sub-Area.

The transient population, which includes large workplaces, recreational facilities and hotels/motels, was estimated at 22,485 persons for a winter weekday and 12,121 persons for a winter night. The special facilities population, including nursing homes, hospitals, and incarceration facilities was estimated at 6,224 persons for weekdays and 5,316 for nights and weekends. The estimated population of schools and day care centers for a winter weekday is 69,689, including children and staff. These population estimates include intrinsic double counting, as some persons in the transient and special facility populations are also included in the permanent resident counts. Thus, evacuation times using these population figures are considered conservative.

Vehicle demand for the resident population was developed based on estimated vehicle occupancy, using data obtained from a telephone survey of EPZ residents. The vehicle E-1

ARCADIS Executive Summary occupancy factor estimated from survey responses is 2.28 persons per vehicle, which represents 1.19 vehicles per household. For the 2003 study, two alternative vehicle demand estimates for the residential population were evaluated, with vehicle occupancy of 1.5 to 2 persons per vehicle ("high demand" alternative) and 3.0 persons per vehicle (one vehicle per household).

Vehicle demand for the transient population was estimated using vehicle occupancy factors ranging from 1.0 person per vehicle for the workforce population up to 3.0 persons per vehicle for some recreational areas. Vehicle demand for some facilities was adjusted to reduce double-counting between shoppers, workers and residents. Vehicle demand for the school population was based on bus occupancy of 48 persons. For nursing homes, vehicle occupancy is 20 persons per bus or van for residents, and two persons per ambulance for non-ambulatory patients. For nights and weekends, all facility staff would accompany patients; during weekdays, one vehicle per person was assigned for the additional staff.

Total vehicle demand for all population categories ranges from 136,660 (summer night) to 156,742 (winter weekday).

Vehicle demand was also assigned to account for the potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent I resident population within this region is 278,418. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (2.28 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 24,423 vehicles.

Evacuation times were estimated for evacuation of the entire EPZ for winter weekday (daytime and evening), winter weekend day, summer weekday (daytime and evening), and summer weekend cases under fair weather conditions. The weekday daytime cases were also evaluated for adverse weather conditions (snow and rain, respectively, for winter and summer).

"Staged evacuation" scenarios were also evaluated. Under these scenarios, the population within the 2-mile zones closest to LGS would evacuate initially; evacuation of surrounding zones would be initiated after most traffic from the 2-mile zones has cleared. The purpose of evaluating staged evacuations is to assess the potential reduction in evacuation times that might be achieved for the population at greatest risk.

Simulations were also performed to assess the potential impact of population growth on predicted evacuation times. This sensitivity analysis is used to define a threshold population figure that would trigger another ETE update study.

E-2

C2 ARCADIS Executive Summary Predicted ETEs for the general population in the Limerick EPZ are summarized by scenario and distance in Table E-1 (times for 90% and 100% of vehicles to depart, for 2-mile zones, all zones to 5 miles, and all zones to 10 miles). The pattern of evacuation times is consistent with the differences in vehicle demand and travel time for different scenarios.

The 2-mile zone involves the shortest travel distance and the fewest vehicles; 90% ETEs for the 2-mile zone range from 5:35 to 7:40, and 100% ETEs are 6:30 to 9:05. The times are longest for summer weekday and winter weekday scenarios with adverse weather, and shortest for night and weekend scenarios.

For all zones out to 5 miles, the 90% ETEs are 6:20 to 9:00, and the 100% ETEs are 7:30 to 10:50. For the full EPZ, the 90% ETEs are 7:30 to 10:40, while the 100% ETEs are 9:05 to 13:10.

All of these times are indicative of major delays related to traffic congestion. The differences in vehicle demand between scenarios are up to 13% of total demand, and the predicted ETEs for normal weather vary by about 15%. Adverse weather adds up to 95 minutes for the summer weekday ETEs, and up to 160 minutes for the winter weekday ETEs.

Table E-1: Evacuation Time Estimate Summary for Limerick Station EPZ Summer Winter MideekDayime Weekend Evening Midweek Daytime Datieekn vnn Mideek Daytime DaytimeWekn Evig Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal Ivacuation 90% Evacuation Time Area 2-mile Zone 6:05 7:00 5:35 5:30 6:05 7:40 5:40 5:35 5-mile Zone 7:10 8:15 6:25 6:20 7:10 9:00 6:30 6:35 10-mile EPZ 8:35 9:50 7:35 7:30 8:35 10:40 7:40 7:50 1 100% Evacuation Time 2-mile Zone 7:10 8:15 6:35 6:30 7:15 9:05 6:45 6:35 5-mile Zone 8:40 9:55 7:35 7:30 8:40 10:50 7:45 7:45 10-mile EPZ 10:30 12:05 9:10 9:05 10:30 13:10 9:20 9:30 E-3

Q ARCADIS Table of Contents

1. Introduction 1-1 1.1 General 1-1 1.2 Site Location and Emergency Planning Zone (EPZ) 1-2 1.3 Designated Reception Centers 1-3 1.4 Overview of Changes from Previous ETE Study 1-4

2. Methodology and Assumptions 2-1 2.1 Sources of Data and General Assumptions 2-1 2.2 Interaction with Agencies 2-4 2.3 Summary of Methodology for Traffic Simulation 2-4 2.4 Conditions Modeled 2-5 2.4.1 Week Day 2-5 2.4.2 Week Night 2-6 2.4.3 Weekend 2-6 2.4.4 Special Event Consideration 2-7 2.4.5 Sensitivity to Population Growth and Roadway Impact 2-7

3. Population and Vehicle Demand Estimation 3-1 3.1 Permanent Residents 3-1 3.1.1 Auto-Owning Permanent Population 3-2 3.1.2 Transit-Dependent Permanent Population 3-2 3.2 Seasonal Residents 3-3 3.3 Transient Population 3-3 3.4 Special Facilities Population 3-5 3.4.1 Medical, Nursing Care and Correctional Facilities 3-5 3.4.2 Schools and Day Care 3-5 3.5 Emergency Response Planning Area Population Totals 3-6 3.6 Transportation Resources 3-6

4. Evacuation Roadway Network 4-1 4.1 Network Definition 4-1 4.2 Evacuation Route Descriptions 4-1

ARCADIS Table of Contents 4.3 Characterizing the Evacuation Network 4-1

5. Evacuation Time Estimate Methodology 5-1 5.1 Evacuation Analysis Cases 5-1 5.2 Initial Notification and Warning Diffusion 5-2 5.3 Transportation Dependent Population 5-3 5.4 Evacuation Preparation Times and Departure Distributions 5-3 5.4.1 Permanent and Seasonal Population 5-3 5.4.2 Transient Population 5-4 5.4.3 Special Facilities 5-4 5.5 Evacuation Simulation 5-5 5.5.1 General Structure 5-6 5.5.2 Simulation Process 5-7

6. Analysis of Evacuation Times 5-1 6.1 Evacuation Time Estimate Summary 6-1 6.2 Comparison with Previous Study 6-1 6.3 Keyhole Evacuation Scenarios 6-1 6.4 Staged Evacuation Scenarios 6-2 6.5 Sensitivity to Population Growth and Roadway Impact 6-2 6.5.1 Population Growth 6-2 6.5.2 Roadway Impact 6-3 6.6 Performance Metrics for Simulation Model 6-4 6.7 ETE for Transit-Dependent, Special Facilities and Schools 6-4

7. Traffic Control and Evacuation Confirmation 7-1 7.1 General 7-1 7.2 Evacuation Access Control Locations 7-1 7.3 Traffic Management Locations and Tactics to Facilitate Evacuation 7-1

8. References 8-1 ii

V2 ARCADIS Table of Contents Tables Table E-1: Evacuation Time Estimate Summary for Limerick Station EPZ E-3 Table 1-1: Permanent Resident Population in the Limerick EPZ 1-7 Table 1-2: Designated Reception Centers for Evacuation 1-8 Table 1-3: ETE Comparison 1-9 Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 3-7 Table 3-2: Transient Population and Vehicle Demand within the Limerick EPZ 3-8 Table 3-3: Population and Vehicle Demand for Health and Correctional Special Facilities in the Limerick EPZ 3-9 Table 3-4: Population and Vehicle Demand for Schools and Daycares in the Limerick EPZ 3-10 Table 3-5: Summary of Population and Vehicle Demand within the Limerick EPZ 3-11 Table 3-6: Summary of Transportation Resources 3-12 Table 4-1: Limerick EPZ Primary Evacuation Routes 4-3 Table 5-1: Limerick EPZ Keyhole Zones by Wind Direction Sector 5-2 Table 6-1: Evacuation Time Estimate Summary for Limerick EPZ 6-6 Table 6-2: Evacuation Time Estimates for Partial EPZ Scenarios (unstaged) 6-7 Table 6-3: Evacuation Time Estimates for Partial EPZ Scenarios (staged) 6-9 Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-16 Table 6-5: ETE for Special Facilities, Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-17 Table 6-6: ETE for Schools in Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-19 Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather) 7-2 iii

ARCADIS Table of Contents Figures Figure 1-1. Limerick Station EPZ Area 1-5 Figure 1-2. Resident Population by Sector within 15 Miles of Limerick Generating Station 1-6 Figure 4-1. Designated Evacuation Routes for Limerick Generating Station EPZ 4-4 Figure 5-1. Departure Time Distributions for the Limerick EPZ 5-5 Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite 5-6 Figure 6-1. Departure Curves for Stage 2 Zones, Limerick Station EPZ 6-10 Figure 6-2. Limerick Sensitivity of ETE to Population Growth (Winter Weekday, Normal Weather, Full EPZ) 6-11 Figure 6-3. Limerick Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-12 Figure 6-4. Limerick Predicted Traffic Volume by Link with US 422 SE east of Oaks Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-13 Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-14 Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 155,462) 6-15 Appendices A Transient and Special Facility Population Data B Telephone Survey of EPZ Residents C Roadway Network Map and Data Table D Maps of Average Speed by Hour for Road Network iv

ARCADIS Table of Contents List of Acronyms and Abbreviations ADT Average daily traffic BAO ESRI Business Analyst Online EAS Emergency Alert System EPZ Exposure Pathway Emergency Planning Zone ERPA Emergency Response Protection Area ETE Evacuation time estimate GIS Geographic information system GPS Global Positioning System LGS Limerick Generating Station LOS Level-of-service NRC Nuclear Regulatory Commission PAR Protective Action Recommendation PEMA Pennsylvania Emergency Management Agency TAR Tone alert radios WC Wheelchair V

V ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

1. Introduction 1.1 General Evacuation time studies analyze the manner in which the population within the Plume Exposure Pathway Emergency Planning Zone (EPZ) surrounding a nuclear power plant site would evacuate during a radiological emergency. Evacuation time studies provide licensees and State and local governments with site-specific information helpful for protective action decision-making. The studies estimate the time necessary to evacuate the EPZ for a range of evacuation scenarios. Analysis of the evacuation simulation results also identifies locations where traffic management and control measures can facilitate the evacuation, and may identify unique evacuation constraints or conditions.

Estimates of the time required to evacuate from areas around nuclear power plant sites are required for all operating plants in the United States. Federal guidance has been prepared to outline the format and content of these evacuation time estimates (NUREG-0654, Rev. 1 (Nuclear Regulatory Commission (NRC), 1980), NUREG/CR-4831 (NRC, 1992) and NUREG/CR-7002 (NRC, 2011)).

A partial update of evacuation time estimates for the Limerick Generating Station (LGS)

Plume Exposure Pathway EPZ was performed in 2008 (Earth Tech, 2008). The most recent full ETE study for LGS was performed in 2003 (Earth Tech, 2003). The guidance presented in NUREG/CR-7002 indicates that the evacuation time estimates should be updated as local conditions change, but at least once each decade, following release of the federal census. The current update study was prompted by the issuance of revised ETE guidance (CR-7002) and the availability of population data from the 2010 census.

Census data indicate that the population residing within the EPZ increased by about 48,000 between 2000 and 2010, which represents a population increase of almost 20%.

The estimated 2010 population residing in the EPZ is 292,061. (Population data are discussed further below in section 1.4.)

The evacuation time estimates have been developed using current population, local roadway network characteristics and the PTV VisionTM traffic simulation software package to perform evacuation modeling for different scenarios. PTV Vision includes the VISSIM (microscopic traffic simulation) and VISUM (macroscopic traffic simulation) models.

Evacuation times have been estimated for various areas, times and weather conditions, as outlined in CR-7002. These evacuation times represent the times required for completing the following actions:

1-1

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

• Public notification;

• Preparation and mobilization; and

• Actual movement out of the EPZ (i.e., on-road travel time, including delays associated with vehicle queuing).

1.2 Site Location and Emergency Planning Zone (EPZ)

This report describes the analyses undertaken, and the results obtained, in a study to update the existing Evacuation Time Estimates for LGS. The emergency response plan is designed to protect the health and safety of the public in the event that an evacuation is ordered as a protective action in response to an accident at LGS.

The Limerick Station site is located on the north bank of the Schuylkill River in Limerick Township, Montgomery County, Pennsylvania. The location of the plant is shown in Figure 1-1.

The EPZ is the geographic area surrounding a nuclear power plant within which the NRC requires advance planning for evacuation or other short-term protective actions in the event of a radiological emergency. The Limerick EPZ consists of the area within an approximate 10-mile radius of LGS. The EPZ includes parts of three Pennsylvania counties (Berks, Chester, and Montgomery). The Limerick EPZ is subdivided into a total of 9 Sub-Areas. As a rule, such Sub-Areas are the basic units for which protective action recommendations are issued. However, it is understood that current Pennsylvania policy requires the evacuation of the entire EPZ if an evacuation is recommended. Sub-Area boundaries generally follow geographic (township and borough) boundaries, and reflect distance and direction from LGS. The distance ranges of concern are 0-2 miles, 2-5 miles, and beyond 5 miles. EPZ and Sub-Area boundaries are shown in Figure 1-1. The Sub-Areas are described in more detail in Section 3.

The population distribution within the Limerick EPZ is shown in Figure 1-1. A listing of the permanent resident population for 2000 and 2010 by county subdivision within the Limerick EPZ is shown in Table 1-1. (A breakdown by Sub-Area was not provided in the 2003 study, so the comparison in Table 1-1 is at the county level.)

Montgomery County accounts for 62% of the resident population; 29% of the EPZ population resides in Chester County, and 9% reside in Berks County. The eastern half of the EPZ is a heavily populated and rapidly growing suburban region on the western 1-2

ARCADIS Exelon LimerickGeneration Station Evacuation Time Estimates edge of the Philadelphia metropolitan area. The southeast quadrant of the EPZ is more rural in character, with no large cities or towns. The northwest quadrant includes two small industrialized cities, Pottstown and Boyertown. The EPZ population has grown by 20% between 2000 and 2010, with significant population growth all three counties.

The Limerick plant is on the north bank of the Schuylkill River, which forms the boundary between Montgomery County and Chester County. U.S. 422 is a limited access highway that crosses the EPZ from northwest to southeast, roughly parallel to the river. The Pennsylvania Turnpike (1-76) runs east-west along the southern boundary of the EPZ, but is not accessible to local traffic at any point inside the EPZ. The river has four bridge crossings within the EPZ, one in Pottstown at Route 100, west of LGS, and three to the east of the plant. The nominal 0-2 mile zone extends almost to 5 miles north and south of the plant, with a population of 32,755. The zones extending (nominally) from 2-5 miles have a population of 69,493, while the zones beyond 5 miles have 189,813 residents.

NRC guidance requires consideration of potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population within this region is 278,418. Most of this population is located to the southeast and south of the EPZ, in a region extending from Norristown and King of Prussia west along 1-76 and U.S. 202 to Lionville and Exton. A map showing the population by distance and direction sector within 15 miles of Limerick Station is provided in Figure 1-2. (Due to roundoff errors that propagate when sector boundaries cut across census block boundaries, the population numbers disagree slightly between Figure 1-1 and Figure 1-2.

Figure 1-1 is more accurate for the EPZ population.)

1.3 Designated Reception Centers The Limerick emergency response evacuation plan directs residents of each community within the EPZ to evacuate to specified reception centers. If evacuation is initiated while schools are in session, students will be transported directly to designated Host Schools, and families are instructed to meet up with the students at those locations.

The designated reception centers for individual boroughs and townships within the Limerick EPZ are listed in Table 1-2. The roadway network used to develop evacuation time estimates includes the major roadways recommended to the public as evacuation routes from individual communities to designated reception centers. The roadway network is described in detail in Section 4.

1-3

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates 1.4 Overview of Changes from Previous ETE Study The changes in residential population within the EPZ are summarized in Table 1-1. The revised NRC guidance and newly acquired data led to a number of other changes in the ETE methodology and assumptions. Table 1-3 provides a summary comparing the main features and assumptions of the current study to the 2003 ETE study. The telephone survey of EPZ residents provides a new basis for estimating vehicle occupancy and departure times, while new NRC guidance has specified different assumptions regarding background and "shadow" traffic. The ETE methodology and assumptions for the current study are discussed in greater detail in following sections of the report.

The revised vehicle occupancy for residents (2.28 persons per vehicle, based on survey),

revised departure times for schools and special facilities (no "early warning") and the revised departure time curves for residents (based on survey responses and estimated time for warning diffusion) are expected to have the greatest influence on estimated evacuation times. The "shadow evacuation" adds vehicle demand of more than 24,000 vehicles in the area immediately outside the EPZ. Each of these issues is discussed in detail in following sections of the report.

1-4

-75.587425 / 40.224571 Zone Population 2-mile 32,755 5-NE 4,014 5-SE 14,692 5-SW 10,470 5-NW 40,113 10-NE 40,717 10-SE 91,633 10-SW 22,786 10-NW 34,881 EPZ 1 292,061 Legend 0 2 4 X Limerick Plant Miles 10 Miles from Plant STownship Boundary Q ARCADIS Sub-Area Boundary I EXLN EET 0IO

[ EPZ Boundary

? County Boundary

-N 24,438 TOT.. 19.571 EPZ 7 300 + ";

OUT 16,148" 4 OUT 1 6,068

OT: 4.au4 T1rr. 23,48 5,397324

/18958 35 OUT TOT: 13,334 *'

1208 / ,. I E EPZ 75,42 679 OUT 14, OUT 29,487 1091" 2OT1 13, 67 1 577A1 13051 3444 Io1419 DISTANCE POPULATION DISTANCE POPULATION EPZ 1 617 NA 1557~i 29M 76 EPZ 2 9,958 NA EPZ 3 21,174 NA EPZ 4 36,965 NA EPZ 5 25,885 INA 6:4 75 20 31 2055 OUT 26,99 1 EPZ 6 23,470 NA LEOU PZ 77,428HO24517751 udy Efl 7509 EPZ 26,7893A lU'rr..

Ta 6 48TOT:

13,676 53,785 EPZ 7 32,857 NA 4P 77.710734"t EPZ 8 42,381 NA "OTTOOTUT 330175,49 7 25 EPZ 9 EPZ 10 EPZ 11 EPZ 12 35,430 27,12 23,33 OUT 10 OUT 11 12,770 OUT 12 NA 30,161 EPZ 13 231 OUT 13 59,595 OUT 14 73,114

,5f5p .185 75 OUT 15 101,5 Sectors 15mile TT:3 7 EPZTOTAL: 292,198 EPZ-1S TOTAL Sector Dr ec47o TOTAL POPULATION: 570,479 7,034 EPZ 54 667 8 4-Z ANN- ,ot 33,5 6., '7'09 ES 3 94: ,

- , NOTE:

, EPZ total population varies from 2011 draft report totals by less thanl% due to the rounding of population calculations from additional block processing.

• Plant to1 mile population not summarized in any sector direction.

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Exelon Generation ARCADIS Limerick Station Evacuation Time Estimates I Table 1-1: Permanent Resident Population in the Limerick EPZ I

Berks Amity township (Part) 10-NW 10,815 7,126 Boyertown borough 10-NW 4,055 3,940 Colebrookdale township 10-NW 5,078 5,270 Douglass township 10-NW 3,306 3,327 Earl township (Part) 10-NW 717 730 Union township (Part) 10-SW 1,215 1,123 Washington township (Part) 10-NW 715 653 Chester Charlestown township (Part) 10-SE 4,141 3,539 East Coventry township 2 6,636 4,566 East Nantmeal township (Part) 10-SW 1,500 1,469 East Pikeland township 10-SE 7,079 6,551 East Vincent township 5-SE 6,821 5,493 North Coventry township 5-SW 7,866 7,381 Phoenixville borough 10-SE 16,440 14,788 Schuylkill township 10-SE 8,516 6,960 South Coventry township 5-SW 2,604 1,895 Spring City borough 5-SE 3,323 3,305 Upper Uwchlan township (Part) 10-SW 8,089 3,674 Uwchlan township (Part) 10-SW 1,343 1,399 Wallace township (Part) 10-SW 4 3 Warwick township (Part) 10-SW 2,192 2,219 West Pikeland township (Part) 10-SW 3,876 3,378 West Vincent township 10-SW 4,567 3,170 Montgomery Collegeville borough 10-SE 5,089 8,032 Douglass township 10-NW 10,195 9,104 Green Lane borough 10-NE -508 584 Limerick township (south) 2 14,060 9,453 Limerick township (north) 5-NE 4,014 4,081 Lower Frederick township 10-NE 4,840 4,795 Lower Pottsgrove township 2 12,059 11,213 Lower Providence township 10-SE 25,436 22,390 Lower Salford township (Part) 10-NE 1,424 801 Marlborough township (Part) 10-NE 492 431 New Hanover township (south) 5-NE 8,547 4,982 New Hanover township (north) 10-NE 2,392 2,387 Perkiomen township 10-NE 9,139 7,093 Pottstown borough 5-NW 22,377 21,859 Royersford borough 5-SE 4,752 4,246 Schwenksville borough 10-NE 1,385 1,693 Skippack township 10-SE 13,715 6,516 Trappe borough 10-SE 3,509 3,210 Upper Frederick township 10-NE 3,523 3,141 Upper Pottsgrove township 5-NW 5,315 4,102 Upper Providence township 10-SE 21,219 15,398 Upper Salford township 10-NE 3,299 3,024 West Pottsgrove township 5-NW 3,874 3,815 EPZ Population 292,061 244,309 Sources: a) 2000 census data from 2003 ETE study report b) 2010 census data (block level); matches PEMA estimate.

1-7

Exelon Generation Q ARCADIS Limerick Station Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation Montgomery County Pottstown, Upper Pottsgrove, Douglass, Emmaus High School, Emmaus, PA Washington Pottstown, Lower Pottsgrove, New Hanover Southern Lehigh High School, Center Valley, PA Green Lane, Upper Frederick, Lower County Line Plaza, Hilltown, PA Frederick, Upper Salford, Lower Salford Perkiomen, Skippack, Trappe Montgomery Mall, North Wales, PA Limerick, Royersford, Collegeville, Lower Plymouth Meeting Metroplex, Plymouth Providence Meeting, PA Limerick, Royersford, Lower Providence, Neshaminy Mall, Bensalem, PA Upper Providence Chester County Phoenixville, Schuylkill, Charlestown Stetson Middle School, West Chester, PA Spring City, East Vincent, East Pikeland, West Whiteland (PA) Township Building West Pikeland, Uwchlan East Nantmeal, West Vincent, Upper Downingtown High School, Downingtown, Uwchlan PA East Coventry, South Coventry, North Morgantown Crossings, Morgantown, PA Coventry, East Nantmeal, Warwick North Coventry, Union Robeson (PA) Township Building Berks County Douglass, Amity, Earl, Boyertown, Oley Valley High School, Oley, PA Colebrookdale Montgomery and Berks Pottstown, West Pottsgrove, Douglass, Exeter Township Building, Reading, PA Amity 1-8

Exelon Generation Q ARCADIS Limerick Station Evacuation Time Estimates Table 1-3: ETE Comparison Permanent Residents

- Total population - 244,309 - 292,061

- Vehicle occupancy - Two options (1.75 and 3.0) - 2.28 (persons per vehicle)

Transit-dependent Evacuation of transit-dependent

- Population estimate population was not addressed in 6,200 (242 non-ambulatory)

- Number of buses 2003 study 200 buses

- Number of ambulances 11 ambulance, 25 wheelchair bus (2trips each)

Transient facilities (winter day/winter night) (summer day/winter night)

- Estimated population - 22,769/6,337 - 23,882/12,121

- vehicle demand - 21,059/4,595 - 16,555/7,087

- Adjust for double-count - No adjustment - Adjusted shoppers, workers Special facilities (winter weekday) (winter weekday)

- Estimated population - 4,973 - 4,356 (1,245 non-ambulatory)

- Number bus, van - Not tabulated - 159 bus or van

- Ambulance, other - Not identified - 78 ambulance, 136 wheelchair bus (2 trips for larger facilities)

Schools (winter weekday) (winter weekday)

- Student population - 43,122 (staff included) - 57,793 (staff included)

- Number of buses - 900 buses - 1,224 buses Background traffic None Average traffic by time of day Shadow evacuation None 20% of resident population outside (assumed basis) designated zones Special event(s) None None Scenarios - Winter weekday - Weekday (winter, summer)

- Winter weeknight - Weeknight (winter, summer)

- Summer weekend - Weekend (winter, summer)

- Both normal and adverse - Adverse weather weekday only weather for all three cases - Staged evacuation (weekday)

Adverse weather Snow for winter, rain for summer Snow for winter, rain for summer Evacuation model name NetVac2 PTV Vision VISUM, VISSIM and version Departure times - Residential based on literature - Warning based on literature

- Transient based on literature - Residential based on survey

- Specials based on notification - Transient based on survey at alert - Specials notified with public Evacuation times Estimates provided for 100% Estimates provided for 90 and 100%

1-9

ARCADIS Exelon LimerickGeneration Station Evacuation Time Estimates

2. Methodology and Assumptions 2.1 Sources of Data and General Assumptions The following data sources were reviewed and assumptions made in order to develop the appropriate population and roadway databases used for the evacuation analysis:

0 Population estimates for permanent residents were developed from 2010 U.S.

Census Bureau data.

• 2010 United States Census Bureau data on housing units indicate that seasonal residents are not significant in the Limerick EPZ. Census data identify the number of seasonal housing units (vacant housing units for "seasonal or occasional use")

at different geographic levels (e.g., by township, census tract, block group, block).

• Population estimates for major employers were developed from ESRI list and the facility list from the 2003 study report. ARCADIS conducted internet searches and telephone surveys to estimate facility employment and staffing levels for different scenarios. Only facilities with potential staffing level of at least 50 persons per work shift were pursued.

• Information relating to hotels, motels and recreational facilities was obtained from tourism websites, 2011 AAA TourBook listings, and the 2003 study report, with telephone surveys to verify data and to assess seasonal occupancy. For parks, visitation information was obtained from state park agencies.

• Current population estimates for schools were obtained from county emergency response agencies, plus enrollment information available on the internet. Some private schools and colleges were contacted by phone, using facility lists provided by county emergency management agencies.

• Lists of hospitals, rest homes and incarceration facilities were obtained from each county emergency management agency.

• The staffing levels at LGS reflect estimated peak personnel onsite during outage conditions. These data were provided by Exelon Generation.

2-1

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

• Initial estimates of roadway characteristics were obtained from the NAVTEQ database. Roadway geometric and operational data were compiled based on field surveys performed by ARCADIS in 2011.

• Average traffic volumes by time of day for weekday and weekend for designated evacuation routes were obtained from state and county transportation agencies.

These data were used to assign background traffic volumes for the roadway network. It was assumed that access control would be established within 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> following the public notice to evacuate.

• Preparation and mobilization times for the permanent resident population were developed based on the results of a telephone survey, combined with published time estimates for warning diffusion. The survey provided estimates of the time to depart from home following notification, and commuting times for household members who would return from work before departing. Median departure times for residents are longer than the times assumed in the previous study.

• Departure times for transient facilities were estimated assuming relatively prompt evacuation of most workplaces and recreational facilities once notification is received. The distribution of departure times also reflects information gathered from the telephone survey of EPZ residents, as discussed in Section 3.

" The evacuation time estimates represent the time required to evacuate the Limerick EPZ and designated analysis areas and include the time required for initial notification.

• Evacuation time estimates are presented for 90% and 100% of evacuating vehicles. It is assumed that all persons within the EPZ area will evacuate. For the 100% evacuation time, evacuation of the EPZ will be considered complete after all evacuating vehicles are outside of the EPZ or analysis area.

• The general public will evacuate using designated evacuation routes and will proceed to the reception centers listed in Table 1-2 after leaving the EPZ. When schools are in session, children attending school will be transported directly to designated Host Schools.

• It is assumed that existing lane utilization will prevail during the course of the evacuation. Traffic control signals will be over-ridden or converted to flashing mode as necessary to give preference to flow on all major outbound roadways. It 2-2

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates is also assumed that State and municipal personnel will restrict unauthorized access into the EPZ, consistent with existing traffic management plans.

The evacuation analysis cases are described in Section 2.3 and represent a range of conditions, per guidance presented in CR-7002. These cases have been chosen to provide information for an appropriate range of conditions (i.e., low, typical and high population; fair and adverse weather) to guide the protective action decision-making process. Potential "special events" such as holiday parades and sporting events occurring within the EPZ were considered, based on input from state and county agencies. None of these events was judged to represent a major departure from the peak traffic assumptions reflected in the "standard" scenarios, so a Special Event scenario was not included in this study.

Vehicle occupancy rates used for the various population categories are as follows:

- Permanent residents - 2.28 persons per vehicle, based on telephone survey results

- Major places of employment - 1 vehicle per employee. Assumed that 50% of those working for major employers also reside in the EPZ, and that half of those will return home before departing to evacuate. With these assumptions, 0.75 vehicles per worker were assigned. (1 vehicle per worker was assigned for staff at LGS.)

- Hotels/Motels - 1 vehicle (1 to 2 persons) per occupied room.

- Recreational areas - 1 vehicle (3 persons) per campsite; 1.5 persons per vehicle at visitor centers and museums.

- Schools - 45 students and 3 staff per bus; one vehicle per additional staff person.

- Hospitals/Nursing Homes/Correctional Facilities - 2 persons per ambulance, 4 persons per wheelchair (WC) bus or van for non-ambulatory patients, and 20 people per bus or van for ambulatory residents.

- Transit-dependent public - for non-ambulatory, 2 persons per ambulance, 4 per wheelchair bus; 30 per bus for ambulatory residents.

2-3

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates The transit-dependent general population will be evacuated by bus or van through efforts coordinated by state and municipal emergency preparedness officials.

A two-wave evacuation was assumed for non-ambulatory residents of larger health facilities (20 or more non-ambulatory).

Adverse weather refers to moderate to heavy rainstorms for summer conditions, and a moderate snowstorm for winter conditions.

2.2 Interaction with Agencies Emergency management agencies responsible for planning and implementing the emergency response procedures during a radiological emergency were consulted during the development of this ETE study. The Pennsylvania Emergency Management Agency (PEMA) and emergency agencies for Montgomery, Chester, and Berks Counties were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to evacuate special facilities, and the transit-dependent general public. Those agencies were also consulted to identify any major events that take place within the EPZ that should be considered for a Special Event scenario. PEMA provided their own estimates of residential population for the EPZ based on 2010 census data and a map of designated evacuation routes and reception centers. PEMA and the county agencies reviewed the draft report and the facility databases used in this study.

Representative background traffic volumes for the EPZ roadway network were obtained from state and county transportation agencies.

2.3 Summary of Methodology for Traffic Simulation The evacuation time estimates developed for the Limerick EPZ are based upon a time distribution of evacuation events as opposed to a summation of sequential events.

This methodology assumes that the various time components in an evacuation (i.e.,

the time associated with preparation, mobilization, etc.) overlap and occur within certain time ranges. The time distribution approach is based upon assumptions consistent with the NRC guidance of CR-7002.

Trip generation times are used to develop vehicle loading curves for different population types within the permanent, transient, and special facility populations. A trip generation time consists of two main components: warning diffusion time and 2-4

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates mobilization time. Warning diffusion time is the time it takes for people to receive an emergency notification. The type of warning systems employed in the EPZ, such as emergency alert system (EAS), sirens, and tone alert radios (TARs) affects the distribution of warning times. Availability of more warning systems leads to faster warning diffusion to the public.

Mobilization time is the time between the receipt of notification and when individuals leave for evacuation. Mobilization time depends on the type of population and activity.

Warning diffusion time and mobilization time distributions are used to develop composite loading distribution or trip generation curves for different population segments. Trip generation times for transit-dependent facilities, special facilities and schools were developed separately from those for the general public.

2.4 Conditions Modeled Pursuant to the guidance in CR-7002 and NUREG-0654, Rev. 1, evacuation time estimates have been prepared for a range of temporal, seasonal and weather conditions. Estimates have been prepared for weekday, weeknight and weekend scenarios during winter and summer. All scenarios are simulated with fair weather conditions; weekday scenarios are also simulated assuming adverse weather. Fair weather refers to conditions where roadways are clear and dry, and visibility is not impaired. Adverse weather during summer periods is defined as heavy rain, with impaired visibility; roadway capacities are reduced by 10% and speeds are reduced by 15%. Adverse weather during winter periods is defined as a snowstorm condition where roadway capacities and speeds are reduced by 15%.

The various population components which have been incorporated in the evacuation scenarios are summarized below:

2.4.1 Week Day This situation represents a typical weekday period with the work force is at a full daytime level. During winter, schools are in session. Vehicle demand estimates for weekday scenarios reflect the following conditions:

• Most permanent residents within the EPZ will evacuate from their places of residence;

• Major work places are fully staffed at typical daytime levels; 2-5

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

• LGS employment is at an estimated peak daytime level, representative of operation during outage conditions;

• Schools and daycares are at current enrollment;

• Hospitals and nursing homes are at current enrollment or typical occupancy;

• Hotel/motel facilities are occupied at peak (winter or summer) levels; and

• Recreational facilities are at winter or summer weekday levels.

2.4.2 Week Night This situation reflects a typical night period when most permanent residents are home and the work force is at evening shift level. Assumptions on the population levels for this condition include the following:

" Permanent residents within the EPZ will evacuate from their places of residence;

" Major work places are at typical evening levels;

" LGS employment is at an estimated peak night-time level;

" Day schools and daycares are closed;

" Hospitals and nursing homes are at current enrollment or typical occupancy, and staffing is at typical night-time levels;

" Hotel and motel facilities are occupied at (winter or summer) weekday levels; and

" Recreational facilities are at typical (winter or summer) evening levels.

2.4.3 Weekend The weekend scenario represents a daytime period when most residents are at home and major work places are at typical weekend levels. Assumptions on the population levels for this condition include the following:

2-6

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

• Residents within the EPZ will evacuate from their places of residence;

• Major work places are at typical weekend levels;

• Day schools and daycares are closed;

• Hospitals and nursing homes are occupied and staffed at weekend levels;

• Hotel and motel facilities are occupied at weekend (winter or summer) levels; and

• Recreational facilities are at (winter or summer) weekend levels.

2.4.4 Special Event Consideration County agencies and PEMA were asked to identify events such as a county fair or Fourth of July observance that would bring a large number of visitors into the EPZ. No events were identified that are large enough to pose a significant challenge for an emergency evacuation, so a Special Event scenario was not developed for the Limerick EPZ. (The same decision was made for the 2003 update study.)

2.4.5 Sensitivity to Population Growth and Roadway Impact Additional scenarios were evaluated to assess the sensitivity of ETEs to population growth and roadway impact. These sensitivity cases used the Summer Weekday, Normal Weather case for the full EPZ as the base case. The population growth analysis is used to determine how rapidly the ETE would increase as the resident population in the EPZ is increased.

For the roadway impact scenario, a major evacuation route is removed or reduced in capacity. Specifically, one of the five highest volume roadways is removed from service or capacity is reduced by one lane (for a multi-lane, limited-access roadway such as an interstate highway). A more detailed description of the sensitivity analysis is provided in Section 6.5.

2-7

C, ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Limerick EPZ consisted of two primary steps. The first step was the determination of the number and distribution of the population to be evacuated. The second step was the determination of the appropriate number of vehicles for each of the population categories. Federal guidance (CR-7002) indicates that three population categories should be considered:

permanent residents, transients, and persons in schools and special facilities (such as medical facilities/ nursing homes, and day care facilities).

The methodology used to develop the total population and vehicle demand estimates within the Limerick EPZ incorporates intrinsic double counting. For example, a portion of the identified employees and visitors to recreational areas are also permanent residents within the EPZ. In addition, school children are counted in the resident population, but are also counted in the special facility population. While population and vehicle demand estimates incorporate some adjustments for double-counting, the estimates are considered to be conservative (i.e., they over-estimate actual population and vehicle levels which may be in the area at any given time). Population and vehicle demand estimates for each of the population categories are summarized below.

3.1 Permanent Residents Permanent residents are those persons identified by the census as having a permanent residence within the EPZ. The Census 2010 population data for census tracts, block groups and blocks were used to determine the permanent resident population within the EPZ and within each municipality and Sub-Area. The allocation of the resident population to entry nodes on the roadway network was based on detailed census block maps.

An estimated 292,061 persons reside permanently within the Limerick EPZ. Table 3-1 presents the resident population and vehicle demand by Sub-Area. The ten EPZ Sub-Areas ("zones") are defined based on distance and direction from LGS. All of the zones follow geographic (township and borough) boundaries. The "2-mile" zones 2-N and 2-S extend up to 5 miles from LGS. In Montgomery County, zone 2-N includes Lower Pottsgrove Township, plus Limerick Township south of Swamp Pike and Ridge Pike. In Chester County, zone 2-S consists of East Coventry Township. The four 5-mile zones include townships and boroughs in Montgomery County and Chester County. The largest zone in the "5-mile" ring is 5-NW, with 40,113 residents; 5-NW includes Pottstown Borough (22,377) and the southern part of New Hanover Township (8,547). Zone 10-SE has the largest population, 91,633; this zone includes Lower 3-1

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Providence (25,436) and Upper Providence (21,291) in Montgomery County, plus Phoenixville (16,440) in Chester County.

In total, 181,363 EPZ residents live in Montgomery County, 86,212 live in Chester County, and 24,686 live in Berks County.

A telephone survey of EPZ residents was conducted to obtain information relating to how many vehicles residents would use to evacuate and how long it would take them to depart following notification. The survey questionnaire and a summary of survey results are provided in Appendix B.

3.1.1 Auto-Owning Permanent Population Vehicle demand associated with the permanent resident population was estimated based on telephone survey responses. After adjustments to reflect the age distribution of the EPZ, the vehicle occupancy factor is 2.28 persons per vehicle, which corresponds to roughly 1.2 vehicles per household. Total vehicle demand for EPZ residents for all scenarios is 128,097. "Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of LGS adds vehicle demand of another 24,423 vehicles.

For the 2003 ETE study, evacuation times were determined for two vehicle demand assumptions for permanent residents: 1.75 persons per vehicle and 3.0 persons per vehicle.

3.1.2 Transit-Dependent Permanent Population Emergency response plans specify that the transit-dependent population will receive transportation assistance. Provisions for evacuating transit-dependent members of the general population in Pennsylvania do not rely on published pickup points and bus routes. County emergency response planners maintain lists of residences (self-identified) requiring transportation assistance. For ETE analysis, the estimated size of the transit-dependent population in each EPZ was based on NRC guidance and results of the telephone survey. %.) That population size is much higher than the number who have self-identified in advance. Based on census data and telephone survey results, 4.2% of households (with phones) have either no vehicle or no licensed driver. NRC guidance (CR-7002) indicates that roughly half of households without vehicles available would evacuate with neighbors, friends or relatives, which would leave about 2.1% needing assistance from the county agencies. NRC guidance also indicates that between 1.5 and 5% of residents may require transportation. For this study, ETE 3-2

• ARCADIS Exelon LimerickGeneration Station Evacuation Time Estimates estimates were based on 6,200 transit-dependent residents, slightly more than 2.1%.

An estimated 242 of these individuals are non-ambulatory and would require a WC bus or van or ambulance to evacuate, based on data provided by county agencies. Using a bus capacity of 30 passengers (for persons with luggage), 199 bus trips would be required to evacuate 5,958 transit-dependent (ambulatory) residents, plus 11 ambulances and 25 WC buses (each making two trips) for non-ambulatory residents requiring transport assistance.

Individuals requiring transit from reception centers to congregate care centers will be I transported in a separate set of vehicles from those designated to transport the transit-dependent and special facilities out of the EPZ.

3.2 Seasonal Residents The seasonal population category includes those who reside in the area on a temporary basis, particularly during the summer period. Seasonal residences are typically not insulated and are suitable for occupancy for only a portion of the year.

These residences may include vacation homes and migrant workforce housing. The 2010 U.S. Census of Population and Housing indicates very little housing of this nature within the Limerick EPZ. The number of seasonal housing units in the Limerick EPZ is I less than 200, and less than 1% of households in any borough or township. This population category was therefore determined not to be a significant contributor to vehicle demand for the current study.

3.3 Transient Population The transient population segment includes persons in the work force, hotels/motels, and recreational and shopping areas. Regional maps and mapping software were used to determine facility locations and assign entry nodes. Significant employers within the EPZ were identified using ESRI Business Analyst Online (BAO). BAO is a web-based analytical and mapping tool that facilitates location-specific queries about business and demographic data. Data available on BAO includes information on business location and number of employees. ESRI extracts business data from a comprehensive list of businesses (over 12 million U.S. businesses) licensed from Infogroup. ARCADIS used BAO to search for all employers with 50 or more employees located within an 11-mile radius of LGS. CR-7002 recommends consideration of "large employers" with 50 or more employees on a single shift.

The list from BAO was screened to eliminate businesses where workers do not remain on-site (e.g., transportation and trucking companies, construction, realtors, home 3-3

• ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates health care). Employment at schools and special facilities (e.g., hospitals, nursing homes) is generally tracked as part of the special facilities database. Similarly, grocery or retail establishments are tracked along with the "shopping" population at large commercial establishments (e.g., shopping malls). The reduced list was then reviewed to exclude facilities located outside the EPZ, and to determine the ERPA for those located in the EPZ. The new list of employers was compared to the lists from the 2003 and 2008 studies.

Telephone calls were made to selected large employers to verify employment numbers and to estimate staffing levels during weekday, weeknight and weekend periods. The results from those calls confirmed that BAO listings provided accurate locations and current, reliable employment numbers for most establishments. Workforce numbers for LGS were provided by Exelon Generation and reflect the peak work force during outage conditions.

Data for hotels, motels and recreational areas were obtained from the TripAdvisor website, the 2011 AAA TourBook for Pennsylvania, and from state and county tourism websites. Seasonal occupancy was estimated based on capacity figures (e.g., number of campsites) and a telephone survey of selected facilities. State and local parks agencies also provided visitation numbers for parks and campgrounds. Several shopping malls and large shopping centers are located in the EPZ. Vehicle demand at these facilities was estimated based on parking capacity.

For purposes of estimating the total number of vehicles associated with the transient population segment, an occupancy factor of 1.0 employee per vehicle was used for most work places. For the hotel/motel and recreational populations, it was assumed that there would be 1.0 vehicle (1.5 or 2 persons) per hotel/motel unit and 1.0 vehicle (3 persons) per campsite. For parks, visitation numbers were generally obtained as numbers of vehicles, and an occupancy factor of 3.0 persons per vehicle was assumed. For museums and visitor centers, occupancy of 1.5 persons per vehicle was assumed. Campgrounds were assumed to be fully occupied during summer weekends, and 80% on summer weekdays. Hotels and motels were assumed to be fully occupied for all scenarios.

For shopping malls, big-box stores and shopping districts, vehicle occupancy was estimated at 1.4 persons per vehicle, assuming 80% of vehicles represent shoppers (1.5 persons per vehicle) and 20% are workers (1 person per vehicle).

Population data and vehicle demand estimates for the transient population segment, including the work force, hotels and motels, and recreational areas are presented by 3-4

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates facility in Appendix A. Table 3-2 presents a summary of the transient population by Sub-Area for each scenario. A breakdown of population by distance and direction sectors was not developed for transient and special facilities, since state and county agencies rely on population by ERPAs for emergency response planning.

3.4 Special Facilities Population The special facility population segment includes persons in schools, hospitals, nursing homes and correctional facilities who will require transportation assistance during an evacuation.

3.4.1 Medical, Nursing Care and Correctional Facilities Twenty-one health care facilities (nursing homes, assisted living, hospitals) and one correctional facility are located within the EPZ, as identified in Appendix A. A second correctional facility in the EPZ, the State Correctional Institution at Graterford, was not addressed in this study. Plans call for this prison population to shelter-in-place.

Vehicle occupancy for nursing home patients is two non-ambulatory patients and one staff per ambulance, 4 non-ambulatory patients and one staff per WC bus or van, and 20 residents or patients per vehicle (bus or van) for ambulatory patients. During weekday (peak staff) periods, staff who do not evacuate with patients will depart in their own vehicles.

Table 3-3 summarizes the special facility population by Sub-Area and by scenario. A detailed listing of the population and associated vehicle demand for all identified special facilities within the Limerick EPZ is presented in Appendix A.

3.4.2 Schools and Day Care Ninety-two school facilities and two colleges have been identified within the Limerick EPZ, with a total population of 57,793 students and staff. None of the identified schools is residential, so students are only present on weekdays during the school year. Vehicle occupancy for public schools is based on 48 persons (45 students, 3 staff) per bus, plus one vehicle per additional school staff. Current enrollment numbers for most schools were provided by the county agencies; any gaps were filled using state-published enrollment information or calls to individual schools.

One hundred licensed pre-school and daycare facilities were identified in the EPZ, with an estimated daytime population of 11,896. Facilities were identified from the database of licensed day care establishments maintained by the state Department of 3-5

C-ARCADIS Exelon LimerickGeneration Station Evacuation Time Estimates Public Welfare and from internet listings at childcarecenter.us. The population estimates represent the licensed capacity of each facility. For smaller day care facilities (up to 20 children), itwas assumed that evacuation would be accomplished by private vehicles (staff). Larger facilities would evacuate via bus or van. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demand beyond that assigned to EPZ residents. Extended day programs (often based at schools) were not tabulated, because those programs represent a subset of the school population that has already been counted.

Table 3-4 summarizes the school and daycare population by Sub-Area and scenario.

A detailed listing of the population and associated vehicle demand for all identified facilities within the Limerick EPZ is presented in Appendix A.

3.5 Emergency Response Planning Area Population Totals Population and vehicle demand totals for each Sub-Area are summarized in Table 3-5.

The totals listed in the table represent the peak number of people to be evacuated for each analysis case discussed in Section 6 of this report.

The largest population and vehicle demand in the Limerick EPZ are located in Sub-Area 10-SE for all cases. The winter weekday population is highest, reflecting higher numbers for schools and employment, but variations in vehicle demand between scenarios are relatively small, reflecting the dominant role of the permanent resident population, and the absence of any major tourist attractions in the EPZ. The vehicle demand listed in Tables 3-2 through 3-5 reflects the data used as input for the ETE traffic simulations.

3.6 Transportation Resources The estimated inventory of transportation resources available to support evacuation of special facilities and residents requiring transport assistance for the Limerick EPZ was determined from information provided by county agencies, plus data developed by surveying school systems, transportation companies and EMS providers in the surrounding region. Identified transportation resources are summarized and compared to estimated vehicle demand in Table 3-6. Based on an initial comparison, the number of available vehicles for non-ambulatory individuals (WC bus or van) would not be sufficient to evacuate facilities and EPZ residents in a single wave; a two-wave evacuation was therefore assumed for facilities with non-ambulatory population of 50 or more.

3-6

0 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea Permanent Sub-Area Resident Vehicle Demand Population 2-mile 32,755 14,366 5-NE 4,014 1,761 5-SE 14,692 6,444 5-SW 10,470 4,592 5-NW 40,113 17,593 10-NE 40,717 17,858 10-SE 91,633 40,190 10-SW 22,786 9,994 10-NW 34,881 15,299 EPZ total 292,061 128,097 3-7

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Limerick EPZ Population Vehicles Sub-Area Winter Summer Winter Summer County Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 2 1,355 1,160 3,780 1,355 1,160 2,280 1,085 620 1,905 1,085 620 1,155 5-NE 40 40 100 40 40 100 40 40 65 40 40 65 5-SE 1,122 876 1,409 1,241 876 1,575 754 480 792 753 480 855 5-SW 1,250 3,000 3,000 1,250 3,000 3,000 640 1,500 1,500 640 1,500 1,500 5-NW 4,189 2,387 2,720 4,204 2,387 2,840 3,111 1,439 1,389 3,111 1,439 1434 10-NE 738 54 97 738 54 97 577 44 42 577 44 42 10-SE 10,906 3,893 3,528 11,284 3,893 4,379 8,364 2,591 1,946 8,364 2,591 2,288 10-SW 485 360 485 725 600 840 183 120 183 263 200 310 10-NW 2,400 351 1,378 3,045 575 2,039 1,647 253 551 1,722 328 799 EPZ total 22,485 12,121 16,497 23,882 12,585 17,150 16,401 7,087 8,373 16,555 7,242 8,448 3-8

Q ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Health and Correctional Special Facilities in the Limerick EPZ 2 0 0 0 U U U 0 0 0 0 0 0 5-NE 0 0 0 0 0 0 0 0 0 0 0 0 5-SE 1,281 1,036 1,036 1,281 1,036 1,036 240 118 118 240 118 118 5-SW 0 0 0 0 0 0 0 0 0 0 0 0 5-NW 2,450 2,129 2,129 2,450 2,129 2,129 902 738 738 902 738 738 10-NE 0 0 0 0 0 0 0 0 0 0 0 0 10-SE 1,992 1,758 1,758 1,992 1,758 1,758 326 179 179 326 179 179 10-SW 0 0 0 0 0 0 0 0 0 0 0 0 10-NW 501 393 393 501 393 393 110 54 54 110 54 54 EPZ total 6,224 5,316 5,316 6,224 5,316 5,316 1,578 1,089 1,089 1,578 1,089 1,089 3-9

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 3-4: Population and Vehicle Demand for Schools and Daycares in the Limerick EPZ Population Vehicles Sub-Area Winter Summer Winter Summer County Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 2 4,218 0 0 145 0 0 571 0 0 27 0 0 5-NE 673 0 0 0 0 0 90 0 0 0 0 0 5-SE 7,844 0 0 1,645 0 0 1,091 0 0 275 0 0 5-SW 4,953 0 0 412 0 0 669 0 0 69 0 0 5-NW 9,064 516 82 1,272 160 82 1,244 44 12 204 16 12 10-NE 7,860 55 55 948 55 55 1,031 8 8 152 8 8 10-SE 22,734 2,250 1,640 3,800 530 380 4,226 1,032 562 825 208 128 10-SW 822 0 0 0 0 0 109 0 0 0 0 0 10-NW 11,521 0 0 1,678 0 0 1,636 0 0 273 0 0 EPZ total 69,689 2,821 1,777 9,899 745 517 10,666 1,084 582 1,826 232 148 3-10

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 3-5: Summary of Population and Vehicle Demand within the Limerick EPZ Sub-Area Population Vehicles Winter Summer Winter Summer County Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 2 38,328 33,915 36,535 34,255 33,915 35,035 16,022 14,986 16,271 15,478 14,986 15,521 5-NE 4,727 4,054 4,114 4,054 4,054 4,114 1,891 1,801 1,826 1,801 1,801 1,826 5-SE 24,939 16,604 17,137 18,859 16,604 17,303 8,529 7,042 7,354 7,712 7,042 7,417 5-SW 16,673 13,470 13,470 12,132 13,470 13,470 5,901 6,092 6,092 5,301 6,092 6,092 5-NW 55,816 45,145 45,044 48,039 44,789 45,164 22,850 19,814 19,732 21,810 19,786 19,777 10-NE 49,315 40,826 40,869 42,403 40,826 40,869 19,466 17,910 17,908 18,587 17,910 17,908 10-SE 127,265 99,534 98,559 108,709 97,814 98,150 53,106 43,992 42,877 49,705 43,168 42,785 10-SW 24,093 23,146 23,271 23,511 23,386 23,626 10,286 10,114 10,177 10,257 10,194 10,304 10-NW 49,303 35,625 36,652 40,105 35,849 37,313 18,692 15,606 15,904 17,404 15,681 16,152 EPZ total 390,459 312,319 315,651 332,066 310,707 315,044 156,742 137,357 138,141 148,056 136,660 137,782 Population totals reflect some double-counting between categories (residents, workforce, schools, etc.)

3-11

0 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 3-6: Summary of Transportation Resources County Bus Van WC BusNan Ambulance Montgomery 566 313 46 90 Chester 1079 150 80 60 Berks 265 200 36 75 Total Available 1910 663 162 225 Identified Vehicle Need Schools and Day Care 1224 580 Special Facilities* 159 136* 78*

Transit-Dependent Public 200 25* 11*

Total Identified Need 1583 580 161 89

• Vehicle demand with two-wave evacuation for larger special facilities and for non-ambulatory transit-dependent.

3-12

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

4. Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Limerick EPZ, an evaluation of the roadway network likely to be used by departing vehicles was undertaken. ARCADIS relied on several sources of information to define the evacuation roadway network:

• Evacuation routes described in the existing State emergency response plan;

• Maps of highways and local roadways for the EPZ area; and

• A field survey of the roadways in the Limerick EPZ.

The primary evacuation routings used in the modeling are indicated in Figure 4.1.

4.2 Evacuation Route Descriptions The evacuation routings were developed to simulate travel out of the EPZ using available roadways. For the Pennsylvania portion of the EPZ, the network relies primarily on the evacuation routings depicted in the Limerick Generating Station Evacuation Plan Map (PEMA 2006). Descriptions of the primary evacuation routes for different geographic areas within the EPZ are outlined in Table 4-1.

4.3 Characterizing the Evacuation Network Roadway characteristics such as roadway class, number of lanes, lane and shoulder width, speed limit, lane configuration near intersections, and traffic control are key factors in determining how fast an evacuation can be completed. These roadway attributes control roadway capacity, which in turn governs operating traffic conditions measured in terms of level-of-service (LOS). LOS is measured from A to F for roadway segments and intersections. LOS A represents free-flow conditions, and LOS F represents force or breakdown flow conditions.

ARCADIS used NAVTEQTm roadway data with detailed information, including local streets, to build the evacuation roadway network for the study. NAVTEQ data was imported into geographic information system (GIS) software (ESRI ArcGIS TM ) for conducting field surveys to verify evacuation roadway segment attributes. The information provided in the public information brochure for the site was used to 4-1

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates highlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global Positioning System (GPS) tool that allows field personnel to record observations in an efficient and effective manner. The evacuation network, including traffic controls, was verified to a 15-mile radius from the plant, and along designated routes to the receptions centers. Once the NAVTEQ data was verified through the field survey, the evacuation roadway network was transferred to the traffic simulation software VISUM for modeling different evacuation scenarios.

Having accurate traffic control information is important to accurately estimate evacuation times because intersections have potential to create bottleneck points.

During an evacuation scenario, intersections might be manually controlled by officials, operated with existing traffic signal timing plans, or adjusted according to changing vehicular demand. In general, the emergency response plans for Limerick call for signal override, i.e., signals set to flashing to give priority to outbound travel on designated evacuation routes. Traffic control information is coded as part of the evacuation network database.

Background and pass-through traffic in the EPZ could account for significant number of vehicles and could influence evacuation depending on the direction of travel. As recommended in CR-7002, average daily traffic (ADT) volumes, representative of typical background levels, were obtained from state and county transportation agencies. During the simulations, background traffic will be included during the initial I 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> of the evacuation scenario, up to the time when access control is established to prevent vehicles from entering the EPZ.

A map of the evacuation network showing node numbers and links, as recommended by the latest guidance, is provided in Appendix C. Detailed attributes of each roadway segment, such as link number, number of lanes, speed limit, length, and roadway type are also tabulated in Appendix C, and traffic controls are listed for each intersection.

4-2

Q ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 4-1: Limerick EPZ Primary Evacuation Routes Montgomery County Pottstown, Upper Pottsgrove, Douglass Rte 100 N New Hanover, Lower Pottsgrove Rte 663 N Upper Frederick, Lower Frederick, Green Lane, Upper Rte 63 east to Rte 113 north Salford Lower Salford, Perkiomen Rte 113 north Skippack Rte 73 east Limerick, Trappe, Collegeville, Lower Providence Germantown Pike, Ridge Pike Limerick, Royersford, Lower and Upper Providence US 422 east Chester County Phoenixville, Schuylkill Rte 23 east Phoenixville, Charlestown Rte 29 south East Vincent, Spring City, East and West Pikeland, Rte 113 south Uwchlan East Coventry, West Vincent, Upper Uwchlan RtelOO south East Nantmeal Rte 401 west South Coventry, Warwick Rte 23 west North Coventry, Union Rte 724 west Berks County Pottstown, West Pottsgrove, Amity US 422 west Douglass, Earl Rte 662 northwest Boyertown, Colebrookdale Rte 73 west 4-3

Legend Station Location A Reception Community Emergency Evacuation Route

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ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

5. Evacuation Time Estimate Methodology 5.1 Evacuation Analysis Cases Time estimates have been prepared for a general evacuation scenario for each of these analysis cases:

" Winter Weekday, Fair Weather and Adverse Weather Conditions

• Winter Weeknight, Fair Weather Conditions

• Winter Weekend, Fair Weather Conditions

• Summer Weekday, Fair Weather and Adverse Weather Conditions

" Summer Weeknight, Fair Weather Conditions

• Summer Weekend, Fair Weather Conditions During a general evacuation, all permanent residents, visitors and seasonal residents will be instructed to leave the EPZ. The primary means of transportation for evacuation will be the privately owned vehicles of the evacuees. Since most residents within the EPZ have access to private vehicles, and since there is little dependence on public transportation, primary reliance on private vehicles is reasonable.

Scenarios were evaluated for evacuation of the 2-mile zone, all zones out to 5 miles, and for the full EPZ. Partial-EPZ cases were also assessed to evacuate "keyhole" zones within 5 miles (2-mile zone plus downwind 5 mile zones) and keyhole zones to 10 miles (all 2- and 5-mile zones, plus downwind 10-mile zone). The keyhole zones that were evaluated are summarized in Table 5-1. Staged evacuation scenarios were assessed for the keyhole zones within 5 miles.

For all partial-EPZ evacuation cases, "shadow" vehicle demand (20% of residents) was assigned to all Sub-Areas which are not included in the evacuation region, in addition to the region outside of the EPZ.

5-1

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 5-1: Limerick EPZ Keyhole Zones by Wind Direction Sector Wind F~rom Zones In Evacuation Area (a) 2-mile zone plus downwind 5-mile zones SE, SSE, S 2, 5-NW SSW, SW 2, 5-NW, 5-NE WSW 2, 5-NE W, WNW 2, 5-NE, 5-SE NW, NNW 2, 5-SE N, NNE 2, 5-SE, 5-SW NE, ENE 2, 5-SW E, ESE 2, 5-SW, 5-NW (b) 5-mile zone plus downwind 10-mile zones SE 2, all 5-mile, 10-NW SSE, S 2, all 5-mile, 10-NW, 10-NE SSW, SW, WSW 2, all 5-mile, 10-NE W, WNW 2, all 5-mile, 10-NE, 10-SE NW 2, all 5-mile, 10-SE NNW, N 2, all 5-mile, 10-SE, 10-SW NNE, NE, ENE 2, all 5-mile, 10-SW E, ESE 2, all 5-mile, 10-SW, 10-NW 5.2 Initial Notification and Warning Diffusion The EPZ surrounding LGS has an outdoor siren notification system consistent with the requirements of NUREG-0654, Rev. 1/FEMA-REP-1 Appendix 3. This system will be used by state and local officials to alert the population to turn on their radios and television sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages will commence on the designated television and Emergency Alert System (EAS) radio stations concurrent with sounding of the sirens. Published warning diffusion curves for sirens plus EAS were used to estimate the time distribution for public notification.

Within 15 minutes of alert notification, the majority of the population within the EPZ will begin to receive an informational or instructional message. If evacuation is deemed necessary, the timing of the order to evacuate and notification measures will be controlled by the state and local emergency preparedness officials. Those officials may choose to alert and mobilize an emergency response work force to control and expedite 5-2

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates evacuation prior to the evacuation order. A minority of the population will not hear the sirens, will not respond by checking for the radio message, and will not be alerted immediately by a neighbor or relative. The "warning diffusion" process reflects the I timing for the last 10 to 20% of the population to learn that an evacuation order has been given. The departure time curves incorporate recommended assumptions for warning diffusion.

5.3 Transportation Dependent Population The transportation dependent population includes individuals without access to transportation, as well as those requiring special transportation assistance.

Transportation dependent persons will be notified of a protective action recommendation in the same manner as the general public. If evacuation is recommended, persons needing transportation assistance will be informed through the EAS to contact the appropriate officials for assistance. Evacuees who do not have access to transportation and confined persons who require special transportation assistance will be provided transportation by the appropriate agency.

5.4 Evacuation Preparation Times and Departure Distributions It is assumed that no vehicles will begin to evacuate during the 15-minute initial notification period. Accordingly, in the model simulations, vehicles will begin to evacuate at 15 minutes following the initial notification. After the initial 15-minute time period, vehicles are loaded at a linear rate over each 5-minute time interval, in accordance with the network loading distributions for each population type. For example, if 2% of 2500 vehicles (50 vehicles) are to be loaded at a specific location over a 5-minute period, PTV Vision will load 10 vehicles per minute at that location during the specified interval. Network loading distribution assumptions for the permanent population, transient population, and special facilities are based on the anticipated response of different population sectors to an evacuation order.

Mobilization times for residents and workers reflect the data acquired by the telephone survey of EPZ residents, and are consistent with published data from actual historical events (ORNL, 1990). Loading distributions are explained below, and summarized in Figure 5-1.

5.4.1 Permanent and Seasonal Population Permanent and seasonal residents with access to automobiles will take varying amounts of time to begin evacuating. Some persons will leave as quickly as possible; 5-3

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates most will take some time to prepare, pack valuables and clothes and then depart; some will take added time to secure property before departing; and some may require transportation assistance. In addition, actual departure and preparation times may vary according to the perceived severity of a particular evacuation order.

A survey of EPZ residents provided time estimates for mobilization following initial notification, including times for household members to travel home from work. Based upon these time estimates, plus warning diffusion, two departure curves were developed: one for daytime, with a higher percentage of household members at work, and a second for night and weekend periods. The curves indicate that permanent residents would begin to evacuate over a 3-hour period. That is, permanent resident households would begin to evacuate between 15 and 190 minutes after the decision to notify the population to evacuate is made. This time profile is generally consistent with the distribution of journey-to-work travel times and with observed behavior during evacuations for chemical releases.

5.4.2 Transient Population The survey of EPZ residents also gathered information on how quickly workers would leave to return home. The calculated departure curves (taking warning diffusion into account) reflect distribution of mobilization times from that survey. The departure curve I indicates that workers will depart over a period of 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes; over 90% will depart within the first hour. Previous discussions with emergency preparedness officials indicated that the same time distribution is also reasonable for the other transient population categories within the EPZ, including shopping malls, hotels, motels and recreation areas.

5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZ would also receive initial notification promptly. Based upon data obtained from previous studies, vehicle departure times were developed that reflect a distribution of notification, preparation and mobilization times.

Consistent with the current off-site emergency response plans, it was assumed that schools will be evacuated via bus to the designated host schools. For school facilities, it was assumed that 1 to 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> may be required to assemble buses and drivers, transport vehicles to schools and to load students onto buses. Vehicles stationed at the facilities at the time of the ordered evacuation could be loaded in as little as 15 5-4

Exelon Generation V2 ARCADIS Limerick Station Evacuation Time Estimates minutes following notification, if drivers were also present. Accordingly, school buses were loaded onto the evacuation network from the period between 15 and 160 minutes following the decision to evacuate. 50% of buses would depart within the first hour, and 90% within 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />. The school time profile was also applied for daycare facilities.

Evacuation special facilities (hospitals, nursing homes, jails) would also require additional time associated with preparation and transport of vehicles to the respective I facilities. Those special facilities will also evacuate directly to designated host facilities.

Based upon previous studies, it was assumed that these facilities would begin to evacuate between 30 minutes and 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> following notification.

Departure times - Limerick EPZ

• 01

-o 08- resident day

• 0.6 - resident night

-worker 0.4 -schools

= 0./ -,- special E 0.2

- transit depend 0

0 50 100 150 200 time (minutes)

Figure 5-1. Departure Time Distributions for the Limerick EPZ 5.5 Evacuation Simulation Traffic simulation provides the ability to analyze evacuation of an area in great detail. In most traffic simulation models, there are two main inputs: supply (roadway) network data and demand (population and vehicular) data. Traffic models use different types of algorithms to predict traffic flow and provide measures of effectiveness (MOEs) such as average travel times, total number of vehicles exiting the system, and queue lengths at various times and points.

5-5

Q ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates 5.5.1 General Structure ARCADIS used PTV Vision to perform evacuation modeling for different scenarios.

The PTV Vision traffic simulation software package includes VISSIM (microscopic traffic simulation) and VISUM (macroscopic traffic simulation). VISUM is a comprehensive, flexible software system for transportation planning, travel demand modeling, and network data management. VISSIM is capable of performing detailed microscopic simulation of traffic, public transport, and pedestrian simulations, and can model any type of traffic control and geometric configuration. Both VISUM and VISSIM are capable of performing multi-modal analysis including car, commercial vehicle, bus, train, motorcycles, bicycles, and pedestrians. The two programs work together seamlessly, saving valuable time and resources.

"Verified Evacuation *Tr"vel Times Network -Queue Lengths SO-D Mabces -Bottlenecks

-Traffic Demand Volumes Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite VISUM was used to develop the evacuation network and population entry nodes (centroids). One of the key features of VISUM is its ability to interact seamlessly with GIS-data such as ESRI ArcGIS database. The field verified evacuation network data and demand data developed in ArcGIS were imported directly into VISUM. Origin-Destination trip tables were developed for the evacuation and imported into VISUM.

VISUM software was then used to route the Origin-Destination information on the network using a dynamic equilibrium algorithm. This algorithm ensured that traffic levels on the network were realistic given the capacities available on individual links.

Once an initial solution was found in VISUM, the information was exported into VISSIM 5-6

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates for microsimulation. A microsimulation was deemed a necessary step in order to obtain detailed and realistic results on queuing and average travel times. VISSIM can model intersection with different type of traffic control such as yield signs, stop signs, and signals. VISSIM also provides a better understating of critical and congested part of the network.

5.5.2 Simulation Process The ETE results include the time to evacuate 90% and 100% of the total permanent and transient population. Based on the current guidance, ETEs for special facilities, schools, and the transit-dependent population are developed separately; only the time to evacuate 100% of these population groups was needed.

Consistent with current guidance, vehicle demand for each scenario was based on 100% of the population residing in areas designated for evacuation, plus 20% of the population residing in Sub-Areas outside the designated evacuation area, and 20% of the population residing outside of the EPZ, out to a distance of 15 miles. Vehicle demand outside of the designated evacuation area is intended to account for the impact of "shadow evacuees". A sensitivity analysis was performed to evaluate the impact of changes different input parameters and assumptions such as changes in lane closures, trip generation times, vehicular demand, evacuation routes, and background traffic.

The simulation process can be summarized as follows:

VISUM

1. Create every scenario based on

a. Background traffic

b. Time of day

c. Day of week

d. Weather condition

e. Season

f. Wind Direction

g. Shadow traffic

2. Run Dynamic Traffic Assign to and calculate Permanent and Transient, Shadow, Special Needs/Schools volumes 5-7

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates

3. Assignment process will last until suitable convergence is reached. VISUM provides output on the goodness of convergence after assignment. The convergence fit is not as critical because this is an evacuation model of a no-notice event, therefore full user equilibrium cannot be expected.

4. Export to VISSIM.

VISSIM

1. Warm-up time built into background/pass-through traffic generation.

2. Check for any local calibration parameters.

3. Run the final multimodal Dynamic Traffic Assignment in VISSIM to consider queues and intersection delays

4. Sensitivity analysis and count evacuees at 2, 5, and 10 miles

5. Prepare ETE times MOEs

1. 90% evacuation time (for all wind directions and scenarios, staged and normal evacuations)

a. This applies to evacuation of the PUBLIC only

2. 100% evacuation time (for all wind directions and scenarios, stage and normal evacuations)

3. Color-coded roadway map at various times (2, 4, 6 hrs) which identifies where long queues exist, including LOS E and F conditions.

5-8

Exelon Generation Limerick Station V ARCADIS Evacuation Time Estimates

6. Analysis of Evacuation Times 6.1 Evacuation Time Estimate Summary Predicted ETEs for the general population in the EPZ are summarized by scenario and distance in Table 6-1 (times for 90% and 100% of vehicles to depart, for 2-mile zones, all zones to 5 miles, and all zones to 10 miles). The pattern of evacuation times is consistent with the differences in vehicle demand and travel time for different scenarios. The 2-mile zone involves the shortest travel distance and the fewest vehicles; 90% ETEs for the 2-mile zone range from 5:35 to 7:40, and 100% ETEs are 6:30 to 9:05. The times are longest for summer weekday and winter weekday scenarios with adverse weather, and shortest for night and weekend scenarios.

For all zones out to 5 miles, the 90% ETEs are 6:20 to 9:00, and the 100% ETEs are 7:30 to 10:50. For the full EPZ, the 90% ETEs are 7:30 to 10:40, while the 100% ETEs are 9:05 to 13:10.

All of these times are indicative of major delays related to traffic congestion. The differences in vehicle demand between scenarios are up to 13% of total demand, and the predicted ETEs for normal weather vary by about 15%. Adverse weather adds up to 95 minutes for the summer weekday ETEs, and up to 160 minutes for the winter weekday ETEs.

6.2 Comparison with Previous Study The ETEs for the current study are very similar to the ETEs for the "high demand" case from the 2003 study, but 2 to 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> longer than previous ETEs for the "traditional demand" case. Vehicle demand for the full EPZ for the current study (156,742 for Winter Weekday) is about 9% higher than the "high demand" estimate from 2003 (143,599). The 100% ETE from the current study (with normal weather) is 10:30, compared to 10:23 in 2003.

6.3 Keyhole Evacuation Scenarios ETEs for scenarios that reflect a range of scenarios to evacuate the near-field population and selected downwind zones are summarized in Table 6-2. These results indicate that differences between scenarios based on direction sector are relatively minor. All of the keyhole scenarios for each distance have very similar ETEs. These results reflect the high population within the 2-mile zone (common to all keyhole 6-1

Exelon Generation Limerick Station

• ARCADIS Evacuation Time Estimates scenarios) and the high population in the northwest, northeast and southeast quadrants, 6.4 Staged Evacuation Scenarios A series of staged evacuation scenarios were evaluated based on NRC guidance (CR-7002). In a staged evacuation, the 2-mile zone evacuates first, while surrounding zones shelter in place; after the population has evacuated the 2-mile zone, the outer zones would be instructed to evacuate. The "stage 1" time is determined by simulating evacuation of the 2-mile zone for the Winter Weekday, Normal Weather scenario, with only background and shadow traffic in other parts of the EPZ. Once the Stage 1 time (6:05) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Limerick are shown in Figure 6-1.

The departure curves are much steeper for Stage 2, because residents and all categories of facilities are able to prepare to depart during Stage 1. It was assumed that 20% of residents outside the 2-mile zone would evacuate during Stage 1, consistent with "shadow evacuation" assumptions for "unstaged" scenarios.

Results for staged evacuation scenarios are summarized in Table 6-3. The ETEs for the staged scenarios are basically the same as the corresponding "unstaged" ETEs, plus or minus 5 or 10 minutes. The modeled results indicate that staged evacuation for Limerick would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone.

6.5 Sensitivity to Population Growth and Roadway Impact 6.5.1 Population Growth NRC guidance (CR-7002) for updating ETE studies more frequently than the 10-year federal census includes criteria based on population growth. Specifically, if the residential population growth in the EPZ since the last ETE update is sufficient to cause an increase in the ETE by 25% or by 30 minutes, whichever is less, then a full ETE update study must be performed.

A sensitivity analysis was performed by determining the 90% ETEs for increases of 5, 8, 10 and 20% of the EPZ residential population for the Winter Weekday, Normal Weather scenario. This scenario produced the longest ETE by season or time of day.

The population was increased in the same manner in the surrounding region, out to 15 miles. Results are illustrated in Figure 6-2. With a 10% increase in residential 6-2

Exelon Generation Limerick Station fa ARCADIS Evacuation Time Estimates population above the 2010 census values, the 90% ETE for the full EPZ increased to 8:11, an increase of 16 minutes. With a 20% increase in population, the 90% ETE increased to 8:27, an increase of 32 minutes. These results demonstrate that a population increase of more than 10% above the 2010 census values would be required to cause the ETE to increase by 30 minutes. (Linear extrapolation indicates that a population increase of 19% would produce an ETE increase of approximately 30 minutes.) Since the EPZ residential population for Limerick changed by 20% between 2000 and 2010, it appears possible that an increase of 19% will occur before 2020.

The 100% ETEs increased more rapidly than the 90% ETEs, consistent with the general pattern of all ETE results. With a 10% increase in population, the 100% ETE for the full EPZ increased by 33 minutes, from 10:30 to 11:03. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs.

The recommended "update threshold" for the Limerick EPZ, based on population growth, is therefore 10%.

6.5.2 Roadway Impact NRC guidance (CR-7002) also requires analysis of a "roadway impact" scenario. For this scenario, a major evacuation route is removed or reduced in capacity. Specifically, one of the 5 highest volume roadways is removed from service, or capacity is reduced by one lane (for a multi-lane, limited-access roadway such as an interstate highway).

This scenario is specified as Summer Weekday, Normal Weather for the Full EPZ. For Limerick, the five highest-volume roadways for this scenario are listed below:

" Rte 363 S - 15,133 vehicles

" US 422 SE - 14,249 vehicles

• Germantown Pike SE - 13,984 vehicles

• Rte 663 N - 13,426 vehicles

" Rte 113 S- 11,561 vehicles Predicted traffic volumes by link for the "base case" simulation with the full roadway network are shown in Figure 6-3.

6-3

Exelon Generation Limerick Station ARCADIS Evacuation Time Estimates One lane of the highest-volume roadways, US 422 SE east of Oaks, was removed for the roadway impact scenario. The impact location is shown in Figure 6-4. With this lane unavailable, the ETEs increased from 8:35 (90%) and 10:30 (100%) to 9:05 (90%)

and 10:40 (100%). The traffic flow by link for the roadway impact scenario is shown in Figure 6-4. With one lane unavailable, traffic flow will not change on any link since evacuees are not supposed to reroute to other roads.

6.6 Performance Metrics for Simulation Model The performance of VISSIM is assessed using standard metrics, consistent with the guidance provided in CR-7002. Table 6-4 provides a summary of simulation parameters for Winter Day Normal Weather scenario for the full EPZ. Figure 6-5 illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-6 compares the rate of vehicles loading onto the network to the frequency of departures.

The parameters in Table 6-4 include an average travel speed for evacuating vehicles of 14.3 miles per hour, which indicates that traffic is encountering major congestion during much of the simulation. The average travel time of 172 minutes reflects travel to the designated reception centers, rather than the travel time to exit the EPZ. This time, however, does not include the "delays" encountered by evacuating traffic, which average 222 minutes (13,322 seconds) for each evacuating vehicle.

6.7 ETE for Transit-Dependent, Special Facilities and Schools The ETE for transit-dependent members of the general public is estimated based on the assumption of a series of multiple single-wave bus runs from Limerick (4 routes),

Pottstown (6 routes), Boyertown (1 route), Collegeville (2 routes), Spring City (2 routes), Upper Providence (3 routes), and Lower Providence (2 routes). The first runs would begin 90 minutes after the evacuation notice, allowing time for evacuees to prepare and to travel to designated pickup points. Succeeding runs would start at 10-minute intervals, continuing until evacuation of these residents is complete. The time sequence after start for each run would proceed in the following steps:

• 52 minutes for the bus to traverse up to ten pickup points (4 miles @ 20 mph

= 12 minutes) and load passengers (4 minutes per stop = 40 minutes) 0 12 minutes to travel out of EPZ (6 miles @ 30 mph) 6-4

Exelon Generation Limerick Station

• ARCADiS Evacuation Time Estimates Elapsed time after start = 64 minutes.

Ten rounds of runs (200 buses) would be completed in 90 + 64 + 90 = 244 minutes.

Non-ambulatory residents. Evacuation of non-ambulatory residents via ambulance or WC bus/van would be accomplished in two rounds of trips: Round 1: (1) 120 to 150 minutes for mobilization; (2) two to four pickups at 15 minutes each, plus 15 to 30 minutes for travel between stops; (3) up to 10 miles travel out of the EPZ at 40 mph. (4) 60 minutes for travel to host facility, unload passengers, receive new assignment, return to EPZ; (5) begin Round 2, which repeats steps 2 and 3. Total elapsed time:

5:00 to 5:45.

Estimated evacuation times for special facilities, schools and daycares located in the EPZ are summarized in Tables 6-5 and 6-6. These times are shorter than the 100%

ETEs for the general population. Facility-specific estimates are based on a three-step time sequence: (1) mobilization, (2) loading, and (3) travel out of the EPZ.

Mobilization and loading times are generally the largest components. At eight health facilities with over 20 non-ambulatory patients, ETEs are based on a two-wave evacuation, based on the number of identified WC buses and ambulances. Each vehicle will require about 30 minutes to load, with up to four vehicles loading simultaneously. The first vehicles will mobilize at 90 minutes, load in 30 minutes, and travel out of the EPZ. The WC bus will then travel to the reception center, unload (15 minutes), take a 10-minute break for driver, followed by a return trip to the start of run

1. 2 (estimated "turnaround time" 60 minutes). Two facilities in Pottstown (Pottstown Memorial Medical Center and Montgomery County Geriatric and Rehabilitation Center) with a large non-ambulatory population may encounter delays of up to 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> for loading patients onto vehicles. During an actual evacuation event, the number of vehicles assigned to a specific location will depend on the needs of the current patient population. Times shown are for ambulance or WC bus; times for the ambulatory population are shorter, since (a) only a single wave is needed, and (b) loading times are shorter.

While some school buses may mobilize more quickly depending on specific local circumstances, it will generally require on the order of 120 minutes to contact drivers, provide them with instructions and deploy them to assigned schools. For travel time, average speeds were estimated for the anticipated evacuation route, based on the traffic simulation for the Winter Day scenario. The simplified stepwise methodology used to determine these estimates provides a typical evacuation time, rather than an upper bound 90% or 100% value.

6-5

Exelon Generation ARCADIS Limerick Station Evacuation Time Estimates Table 6-1: Evacuation Time Estimate Summary for Limerick EPZ Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation Time 2-mile Zone 6:05 7:00 5:35 5:30 6:05 7:40 5:40 5:35 5-mile Zone 7:10 8:15 6:25 6:20 7:10 9:00 6:30 6:35 10-mile EPZ 8:35 9:50 7:35 7:30 8:35 10:40 7:40 7:50 100% Evacuation Time 2-mile Zone 7:10 8:15 6:35 6:30 7:15 9:05 6:45 6:35 5-mile Zone 8:40 9:55 7:35 7:30 8:40 10:50 7:45 7:45 10-mile EPZ 10:30 12:05 9:10 9:05 10:30 13:10 9:20 9:30 6-6

Exelon Generation ARCADIS Limerick Station Evacuation Time Estimates Table 6-2: Evacuation Time Estimates for Partial EPZ Scenarios (unstaged)

(a) 2-mile Zone plus 5 Miles downwind Summer Winter Midweek Daytime Evening Midweek Daytime Weekend Evening Midweeka__timev Daytime Daytime Affected Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

ERPAs Weather: Normal Adverse Normal Normal , Normal Adverse Normal Normal 90% Evacuation of 2-mile Zone and 5 Miles Downwind 2, 5-SE, 5-SW N, NNE 6:45 7:45 6:05 6:00 6:45 8:30 6:10 6:05 2, 5-SW NE, ENE 6:15 7:10 5:35 5:30 6:15 7:45 5:40 5:35 2, 5-SW, 5-NW E, ESE 7:00 8:00 6:10 6:05 6:55 8:40 6:15 6:15 2, 5-NW SE, SSE, S 7:10 8:15 6:25 6:20 7:10 9:00 6:30 6:35 2, 5-NW, 5-NE SSW, SW 7:10 8:15 6:25 6:20 7:10 9:00 6:30 6:35 2, 5-NE WSW 7:00 8:05 6:25 6:20 7:00 8:45 6:30 6:25 2, 5-NE, 5-SE W, WNW 7:00 8:05 6:25 6:20 7:00 8:45 6:30 6:25 2, 5-SE NW, NNW 7:00 8:05 6:25 6:20 7:00 8:45 6:30 6:25 100% Evacuation of 2-mile Zone and 5 Miles Downwind 2, 5-SE, 5-SW N, NNE 8:15 9:30 7:35 7:30 8:15 10:20 7:45 7:40 2, 5-SW NE, ENE 8:15 9:30 7:35 7:30 8:15 10:20 7:45 7:40 2, 5-SW, 5-NW E, ESE 8:40 9:55 7:35 7:30 8:40 10:50 7:45 7:45 2, 5-NW SE, SSE, S 8:40 9:55 7:35 7:30 8:40 10:50 7:45 7:45 2, 5-NW, 5-NE SSW, SW 8:40 9:55 7:35 7:30 8:40 10:50 7:45 7:45 2, 5-NE WSW 8:15 9:30 7:35 7:30 8:15 10:20 7:45 7:40 2, 5-NE, 5-SE W, WNW 8:15 9:30 7:35 7:30 8:15 10:20 7:45 7:40 2, 5-SE NW, NNW 8:15 9:30 7:35 7:30 8:15 10:20 7:45 7:40 6-7

Exelon Generation ARCADIS Limerick Station Evacuation Time Estimates I (b) 5-mile Zone plus 10 Miles downwind (all cases include 2-mile zone and all 5-mile zones)

Summer Winter Midweek Daytime Evening Midweek Daytime Weekend Evening MidweekDaytime, *

• Daytime _ _ ,, Daytime Affected 10-mile Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Zones Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of 5-mile Zone and 10 Miles Downwind 10-SE, 10-SW NNW, N 8:25 9:40 7:25 7:15 8:20 10:30 7:25 7:40 10-SW NNE, NE, ENE 7:55 9:05 7:00 6:45 8:00 10:00 6:55 7:25 10-SW, 10-NW E, ESE 7:55 9:05 7:00 6:45 8:00 10:00 6:55 7:25 10-NW SE 7:55 9:05 7:00 6:45 8:00 10:00 6:55 7:25 10-NW, 10-NE SSE, S 7:55 9:05 7:00 6:45 8:00 10:00 6:55 7:25 10-NE SSW, SW, WSW 8:35 9:50 7:25 7:20 8:35 10:45 7:25 7:40 10-NE, 10-SE W, WNW 8:35 9:50 7:30 7:25 8:35 10:40 7:35 7:45 10-SE NW 8:35 9:50 7:35 7:30 8:30 10:40 7:40 7:50 100% Evacuation of 5-mile Zone and 10 Miles Downwind 10-SE, 10-SW NNW, N 10:00 11:30 9:10 9:05 10:00 12:30 9:20 9:20 10-SW NNE, NE, ENE 9:45 11:15 8:45 8:30 9:50 12:15 8:45 9:15 10-SW, 10-NW E, ESE 9:45 11:15 8:45 8:30 9:50 12:15 8:45 9:15 10-NW SE 9:45 11:15 8:45 8:30 9:50 12:15 8:45 9:15 10-NW, 10-NE SSE, S 10:30 12:05 9:05 9:05 10:30 13:10 9:05 9:30 10-NE SSW, SW, WSW 10:30 12:05 9:05 9:05 10:30 13:10 9:05 9:30 10-NE, 10-SE W, WNW 10:30 12:05 9:10 9:05 10:30 13:10 9:20 9:30 10-SE NW 10:00 11:30 9:10 9:05 10:00 12:30 9:20 9:20 6-8

Exelon Generation ARCADIS Limerick Station Evacuation Time Estimates Table 6-3: Evacuation Time Estimates for Partial EPZ Scenarios (staged)

Summer Winter Midweek Daytime

_____Daytime T Weekend aWeeken Evening Midweek Daytime

____ _____Daytime Weekend Weeke Evening Affected Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

ERPAs Weather: Normal JAdverse Normal Normal I Normal Adverse Normal Normal 90% Evacuation of 2-mile Zone and 5 Miles Downwind (STAGED) 2, 5-SE, 5-SW N, NNE 6:30 7:25 5:45 5:45 6:25 8:05 5:50 5:45 2, 5-SW NE, ENE 6:45 7:45 6:00 5:55 6:45 8:25 6:05 6:05 2, 5-SW, 5-NW E, ESE 6:50 7:50 6:05 6:00 6:50 8:30 6:05 6:10 2, 5-NW SE, SSE, S 6:55 8:00 6:10 6:10 6:55 8:40 6:15 6:15 2, 5-NW, 5-NE SSW, SW 6:55 8:00 6:10 6:10 6:55 8:40 6:15 6:15 2, 5-NE WSW 7:10 8:10 6:25 6:20 7:05 8:55 6:30 6:30 2, 5-NE, 5-SE W, WNW 6:50 7:55 6:10 6:05 6:50 8:35 6:15 6:15 2, 5-SE NW, NNW 6:50 7:55 6:10 6:05 6:50 8:35 6:15 6:15 100% Evacuation of 2-mile Zone and 5 Miles Downwind (STAGED) 2, 5-SE, 5-SW N, NNE 8:30 9:45 7:35 7:30 8:30 10:35 7:45 7:45 2, 5-SW NE, ENE 8:30 9:45 7:35 7:30 8:30 10:35 7:45 7:45 2,5-SW, 5-NW E, ESE 8:40 9:55 7:35 7:35 8:40 10:50 7:45 7:50 2, 5-NW SE, SSE, S 8:40 9:55 7:35 7:35 8:40 10:50 7:45 7:50 2, 5-NW, 5-NE SSW, SW 8:40 9:55 7:35 7:35 8:40 10:50 7:45 7:50 2, 5-NE WSW 8:30 9:45 7:35 7:30 8:30 10:35 7:45 7:45 2, 5-NE, 5-SE W, WNW 8:30 9:45 7:35 7:30 8:30 10:35 7:45 7:45 2, 5-SE NW, NNW 8:30 9:45 7:35 7:30 8:30 10:35 7:45 7:45 6-9

Exelon Generation Q ARCADIS Limerick Station Evacuation Time Estimates Departure times - Limerick EPZ 1

o0.8

-resident day 0

= 0.6 -resident night 41

- worker

. 0.4 - schools E - special 0.2

- transit depend 0

0 100 200 300 400 500 time (minutes)

Figure 6-1. Departure Curves for Stage 2 Zones, Limerick Station EPZ 6-10

Exelon Generation 0 ARCADIS Limerick Station Evacuation Time Estimates Limerick--Population Growth vs ETE (Full EPZ-90% ETE) 8:30 8:25 J y = 0.1124x + 0.3295 8:20 R2 = 0.9984 8:15 i- 8:10 lOmile 0

- Upper 8:05

- Linear (lOmile) 8:00 7:55 7:50 0% 5% 10% 15% 20%

Pop Increase %

Figure 6-2. Limerick Sensitivity of ETE to Population Growth (Winter Weekday, Normal Weather, Full EPZ) 6-11

Exelon Generation ARCADIS Limerick Station Evacuation Time Estimates Figure 6-3. Limerick Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-12

Exelon Generation C2 ARCADIS Limerick Station Evacuation Time Estimates Figure 6-4. Limerick Predicted Traffic Volume by Link with US 422 SE east of Oaks Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-13

Exelon Generation C2 ARCADIS Limerick Station Evacuation Time Estimates Exiting Vehicles by hour 12000 10000 8000 E) a, 6000 a,

4000 i , ,iif.id~1jjiij 2000 A

lz.

4"I, '.

4 lull V V.&4 '~*

b Simulation Time 10-mile: 90% ETE = 8:35, 100% = 10:30 0 2mile Smile U EPZ Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-14

Exelon Generation Q ARCADIS Limerick Station Evacuation Time Estimates Mobilization vs. ETE 160,000 140,000 V 120,000 100,000 80,000

- 60,000 Z 40,000 20,000 0 J0 0 100 200 300 400 500 600 700 Time (min)

- Simulation - Mobilization Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 155,462) 6-15

C2 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Network Parameter All Vehicles Background and Evacuation Shadow Traffic Avg Delay (s) 8,069 1,439 10,271 Avg Stop Delay (s) 2,367 306 3,051 Avg # of Stops 1,436 254 1,829 Avg Speed (mph) 16.1 30.8 14.3 Avg Travel Time (min) 157 90 172 Vehicle Hours Traveled 472,494 51,469 42,1024

1. of Completed Trips 126,612 31,573 95,039 6-16

Q ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-5: ETE for Special Facilities, Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Phoenixville Hospital. 227 5/5 Amb, WC Bus 90 30-60 4 38.4 6 126-156 Trip 2 5/5 186-216 30 4 38.4 6 222-252 Phoenixville Convalescent Manor 93 5/4 Amb, WC Bus 90 30-60 4 38.4 6 126-156 Trip 2 5/4 186-216 30 4 38.4 6 222-252 SE Pennsylvania Veterans Ctr 289 2/4 Amb, WC Bus 90 30 12 18.6 39 159 The Woodbridge 150 1/2 Amb, WC Bus 90 30 6.5 20.8 19 139 Golden Living Center 205 1/2 Amb, WC Bus 90 30 4 38.4 6 126 Genesis Health at Spring Mill 36 1 Ambulance 90 15 4 38.4 6 106 Parkhouse, Providence Pointe 601 3/5 Amb, WC Bus 90 30-60 11 41.7 16 136-166 Trip 2 3/5 196-226 30 11 41.7 16 242-272 Eagleville Hospital 372 3/5 Amb, WC Bus 90 30-60 2 15.7 8 128-158 Trip 2 3/5 188-218 30 2 15.7 8 226-256 Montgomery Co Correctional 1,200 49 Van/Bus 120 45-165 2 15.7 8 173-293 Meadows at Shannondell 100 1/2 Amb, WVC Bus 90 30 1 18.9 3 123 Coventry Manor 53 2 WC Bus 90 15 9 48.0 11 116 Frederick Mennonite Home 158 3/6 Amb, WC Bus 90 30-60 9 48.0 11 131-161 Manor Care Health Services 258 5/10 Amb, WC Bus 90 30-90 9 48.0 11 161-221 Trip 2 5/10 221-281 30 9 48.0 11 262-322 Manatawny Manor 150 4/8 Amb, WC Bus 90 30-60 9 48.0 11 131-161 Trip 2 4/8 191-221 30 9 48.0 11 232-262 Montgomery Co Rehab Ctr 778 24/47 Amb, WC Bus 90 30-180 9 48.0 11 131-281 Trip 2 24/47 191-341 30 9 48.0 11 232-382 6-17

V2 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-5: ETE for Special Facilities, Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Pottstown Memorial 775 12117 Amb, W(; Bus 120 3U-120 9 4d.U 11 1 1-251 Trip 2 12/17 221-311 30 9 48.0 11 262-352 Sanatoga Center 143 2/4 Amb, WC Bus 90 30 9 48.0 11 131 Park Lane Commons 135 1/2 Amb, WC Bus 90 30 9 48.0 11 131 Chestnut Knoll 140 1/2 Amb, WC Bus 90 30 3 48.0 4 124 Colonial Manor 32 1 WC Bus 90 15 3 48.0 4 109 Keystone Villa 159 1/2 Amb, WC Bus 90 30 3 48.0 4 124 Hearthstone at Amity 170 1/2 Amb, WC Bus 90 30 3 48.0 4 124

• Number of vehicles and ETE are given for type(s) with longest evacuation time. For complete vehicle data by facility, see Appendix A.

6-18

0 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-6: ETE for Schools in Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles Distance Outbound Travel Mobilization Loading ta OuTbound Time to to EPZ Travel ETE Facility Population Time Time EPZ

1. Type Boundary Speed (min)

(min) (min) Boundary (mi) (mph) (min)

Boyertown Area Junior High School - 1013 22 Bus 120 45 4 38.5 6 171 East Boyertown Area Junior High School - 903 188 90 Bus Bs 120 10 45 438.5 6 171 West Boyertown Area High School 1,905 38 Bus 120 45 4 38.5 6 171 Boyertown Elementary School 777 16 Bus 120 45 4 38.5 6 171 Colebrookdale Elementary School 359 8 Bus 120 45 4 38.5 6 171 Earl Elementary School 360 8 Bus 120 45 4 38.5 6 171 Gilbertsville Elementary School 777 16 Bus 120 45 4 38.5 6 171 New Hanover-Upper Frederick 808 18 Bus 120 45 4 38.5 6 171 Elementary School Pine Forge Elementary School 330 8 Bus 90 30 4 38.5 6 126 Washington Elementary School 750 16 Bus 120 45 4 38.5 6 171 Jesse Wagner Adventist Elem 26 0 Bus 60 15 4 38.5 6 81 Amity Primary Center 515 10 Bus 120 45 0.5 48.0 1 166 Monocacy Elementary Center 761 16 Bus 120 45 1.5 48.0 2 167 Montgomery School 302 8 Bus 90 30 7 20.8 20 140 Pickering Valley Elementary School 773 16 Bus 120 45 1 20.8 3 168 Upattinas Open Community School 49 2 Bus 60 15 1.5 37.0 2 77 St. Basil the Great School 226 6 Bus 90 30 6.5 20.8 19 139 Charlestown Elementary School 353 8 Bus 120 45 0.5 37.8 1 166 East Coventry Elementary School 652 14 Bus 120 45 13 27.1 29 194 French Creek Elementary School 593 12 Bus 120 45 7.5 27.1 17 182 6-19

Q ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-6: ETE for Schools in Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Kimberton-Waldorf School 331 8 Bus 90 30 7.5 20.8 22 142 North Coventry Elementary School 691 14 Bus 120 45 10 26.4 23 188 Owen J. Roberts High School 1,671 34 Bus 120 45 7.5 27.1 17 182 Owen J. Roberts Middle School 879 18 Bus 120 45 7.5 27.1 17 182 East Vincent Elementary School 604 12 Bus 120 45 10 27.1 22 187 West Vincent Elementary School 570 12 Bus 120 45 10 27.1 22 187 Barkley Elementary School 402 8 Bus 120 45 4 38.4 6 171 Center for Arts and Technology-Pickering 583 12 Bus 120 45 4 38.4 6 171 Campus East Pikeland Elementary School 369 8 Bus 120 45 4 38.4 6 171 Holy Family School 396 8 Bus 120 45 4 38.4 6 171 Phoenixville Area High School 1,012 20 Bus 120 45 4 38.4 6 171 Phoenixville Area Middle School 844 18 Bus 120 45 4 38.4 6 171 Renaissance Academy 1,060 22 Bus 120 45 4 38.4 6 171 Schuylkill Elementary School 781 16 Bus 120 45 4 38.4 6 171 Valley Forge Christian College 880 18 Bus 120 45 4 38.4 6 171 Arrowhead Elementary School 368 8 Bus 120 45 7.5 41.7 11 176 Collegeville Montessori Academy 45 2 Bus 60 15 4.5 15.7 17 92 St. Eleanor School 564 12 Bus 120 45 4.5 15.7 17 182 Eagleville Elementary School 382 8 Bus 120 45 2 15.7 8 173 Limerick Elementary School 446 10 Bus 120 45 12 41.7 17 182 Western Center for Technical Studies 517 12 Bus 120 45 11 15.7 42 207 Arcola Intermediate School 948 20 Bus 120 45 3.5 15.7 13 178 6-20

0 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-6: ETE for Schools in Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles Distance Outbound Travel Mobilization Loading to EPZ Travel Time to ETE Facility Population Time Time EPZ (mn)

1. Type (min) (min) Boundary Speed Boundary (mi) (mph) (m ").

Woodland Elementary 329 8 Bus 90 30 2 18.9 6 126 Audubon Elementary 453 10 Bus 120 45 2 18.9 6 171 Skyview Upper Elementary School 885 18 Bus 120 45 4 15.7 15 180 St. Gabriels Hall 238 6 Bus 90 30 3 18.9 10 130 Oaks Elementary School 586 12 Bus 120 45 4.5 41.7 6 171 Evergreen Elementary School 771 16 Bus 120 45 4.5 15.7 17 182 Collegeville Montessori Academy 45 2 Bus 60 15 4.5 15.7 17 92 St. Eleanor School 564 12 Bus 120 45 4.5 15.7 17 182 Eagleville Elementary School 382 8 Bus 120 45 2 15.7 8 173 Limerick Elementary School 446 10 Bus 120 45 12 41.7 17 182 Western Center for Technical Studies 517 12 Bus 120 45 11 15.7 42 207 Arcola Intermediate School 948 20 Bus 120 45 3.5 15.7 13 178 Woodland Elementary 329 8 Bus 90 30 2 18.9 6 126 Audubon Elementary 453 10 Bus 120 45 2 18.9 6 171 Skyview Upper Elementary School 885 18 Bus 120 45 4 15.7 15 180 St. Gabriels Hall 238 6 Bus 90 30 3 18.9 10 130 Oaks Elementary School 586 12 Bus 120 45 4.5 41.7 6 171 Evergreen Elementary School 771 16 Bus 120 45 4.5 15.7 17 182 Perkiomen Valley South Elementary 707 14 Bus 120 45 4.5 15.7 17 182 School Schwenksville Elementary School 609 14 Bus 120 45 5 41.8 7 172 Perkiomen Valley High School 2,034 42 Bus 120 45 5 15.7 19 184 Perkiomen Valley Middle School - East 880 18 Bus 120 45 5 15.7 19 184 6-21

0 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-6: ETE for Schools in Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Perkiomen Valley Middle School - West 681 14 Bus 120 45 5 15.7 19 184 Skippack Elementary School 880 18 Bus 120 45 5 15.7 19 184 Valley Forge Baptist Temple Academy 209 6 Bus 90 30 5 15.7 19 139 New Life Youth & Family Services 61 2 Bus 60 15 5 15.7 19 94 Perkiomen Valley Academy 21 2 Bus 60 15 5 15.7 19 94 Brght Spot Child Care 148 4 Bus 90 30 5 15.7 19 139 West-Mont Christian Academy 355 8 Bus 120 45 9 48.0 11 176 Elizabeth B. Barth Elementary School 475 10 Bus 120 45 9 48.0 11 176 Edgewood Elementary School 324 8 Bus 90 30 9 48.0 11 131 Franklin Elementary School 339 8 Bus 90 30 9 48.0 11 131 The Hill School 558 12 Bus 120 45 9 48.0 11 176 Lincoln Elementary School 426 10 Bus 120 45 9 48.0 11 176 Pottstown Middle School 676 14 Bus 120 45 9 48.0 11 176 Pottstown High School 927 20 Bus 120 45 9 48.0 11 176 Coventry Christian School 474 10 Bus 120 45 9 8.4 65 230 Mount Calvary Academy 375 8 Bus 120 45 9 8.4 65 230 Ringing Rocks Elementary 388 8 Bus 120 45 9 8.4 65 230 West Pottsgrove Elementary School 519 12 Bus 120 45 9 8.4 65 230 Lower Pottsgrove Elementary School 737 16 Bus 120 45 9 8.4 65 230 Pottsgrove Middle School 858 18 Bus 120 45 9 8.4 65 230 Pottsgrove High School 1,199 24 Bus 120 45 9 8.4 65 230 Rupert Elementary School 304 6 Bus 90 30 9 48.0 11 131 St. Aloysius 588 12 Bus 120 45 9 48.0 11 176 6-22

V2 ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 6-6: ETE for Schools in Limerick Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles Travel Mobilization Loading Distance to EPZ Outbound Travel Time to ETE Population Time Time to. Speed EPZ (min).

Facility

1. Type (i ) Boundary Speed Boundary (main)

(n (mi), (mph) Bmdr "

(min)

St. Peter's School 206 6 Bus 90 30 9 48.0 11 131 Wyndcroft School 263 6 Bus 90 30 9 48.0 11 131 Royersford Elementary School 485 10 Bus 120 45 11 41.7 16 181 Sacred Heart 129 4 Bus 90 30 11 41.7 16 136 Salford Hills Elementary 372 8 Bus 120 45 5 15.7 19 184 St. Mary's 389 8 Bus 120 45 5 15.7 19 184 Brooke Elementary School 475 10 Bus 120 45 11 41.7 16 181 Spring City Elementary School 178 4 Bus 90 30 11 41.7 16 136 Ursinus College 1,950 40 Bus 120 45 5 15.7 19 184 Evans Elementary School 673 14 Bus 120 45 11 41.7 16 181 Upper Providence Elementary School 600 12 Bus 120 45 11 41.7 16 181 UProv 5th - 6th Grade Center 1,416 28 Bus 120 45 11 41.7 16 181 UProv 7th Grade Center 663 14 Bus 120 45 11 41.7 16 181 UProv 8th Grade Center 687 14 Bus 120 45 11 41.7 16 181 UProv 10th & 12th Grade Center 1,714 34 Bus 120 45 11 41.7 16 181 UProv 9th Grade Center 653 14 Bus 120 45 11 41.7 16 181 Pope John Paul 11 956 20 Bus 120 45 11 41.7 16 181 Blessed Theresa of Calcutta 255 6 Bus 90 30 11 41.7 16 136 Chesterbrook Academy 140 4 Bus 90 30 11 41.7 16 136 6-23

Exelon Generation Limerick Station ARCADIS Evacuation Time Estimates

7. Traffic Control and Evacuation Confirmation 7.1 General Evacuation simulation results have been reviewed to assess access control locations, traffic management locations and recommendations for the Limerick Station EPZ.

Traffic control plans for each county were reviewed to confirm that traffic management will be implemented at key intersections on all designated evacuation routes.

Predicted queuing at high-volume intersections is summarized in Table 7-1. Five of those intersections are located inside the EPZ. The average queue length exceeds 1,000 feet at all ten intersections. The most severe congestion occurs for routes in the southeast quadrant (Route 422 eastbound and related access roads, both inside just outside the EPZ) and proceeding north from Pottstown (Rte 633 and Route 100).

7.2 Evacuation Access Control Locations Access control measures were not specifically addressed in the conduct of this study.

Background traffic within the EPZ was not found to be a significant contributor to traffic congestion during the early stages of evacuation. Access control is likely to be an important challenge in the area southeast of the EPZ, where shadow traffic is predicted to interfere with vehicles evacuating from the EPZ. Measures to maintain priority for traffic exiting the EPZ would help to maintain traffic flow and reduce congestion.

7.3 Traffic Management Locations and Tactics to Facilitate Evacuation The traffic simulation results for Limerick indicate that traffic flow will encounter major congestion in Limerick, Upper and Lower Providence, and north of Pottstown. The traffic flow maps provided in Appendix D and the data in Table 7-1 help to pinpoint locations where traffic management can be deployed to best effect. Congestion develops during the first hour and persists for more than 10 hours1.157407e-4 days <br />0.00278 hours <br />1.653439e-5 weeks <br />3.805e-6 months <br />. Route 422 eastbound and Route 633 northbound are predicted to take the longest to clear.

7-1

ARCADIS Exelon Generation Limerick Station Evacuation Time Estimates Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather)

US422 SB Exit ramp to US 202 EB King of Prussia, PA 15 miles Ramp 1,528 24,948 US 422 SB / SR 363 SB Merge West Norriton, PA Within EPZ Merge Ramp 1,403 7,384 SR 29 SB to US 202 WB Malvem, PA 15 miles Exit Ramp 1,353 8,108 Swamp Creek Rd Exit ramp to SR 100 NB New Berlinville, PA Within EPZ Ramp 1,300 1,236 SR 113 SB left turn to Gordon Dr Exton, PA EPZ Border 4 leg 1,218 18,428 W Germantown Pike (Plymouth Mtg Metroplex) Plymouth Meeting, PA Outside 15 miles 4 leg 1,174 13,180 SR 663 NB / Wilson St Pottstown, PA Within EPZ 4 leg 1,162 2,008 Egypt Rd Ramp to US 422 SB Phoenixville, PA Within EPZ 4 leg 1,128 4,408 SR 663 NB / Mervine St Pottstown, PA Within EPZ 4 leg 1,028 6,450 US 422 WB Exit (Exeter Twp) Reading, PA Outside 15 miles Ramp 1,000 11,790 US422 SB Exit ramp to US 202 EB King of Prussia, PA 15 miles Ramp 1,528 24,948 7-2

Exelon Generation Limerick Station ARCADIS Evacuation Time Estimates

8. References Earth Tech, 2003: Evacuation Time Estimates for the Limerick Station Plume Exposure Pathway Emergency Planning Zone, prepared by Earth Tech, Inc. for Exelon Nuclear, May 2003.

Earth Tech, 2008: Evacuation Time Estimates for the Limerick Station Plume Exposure Pathway Emergency Planning Zone, prepared by Earth Tech, Inc. for Exelon Nuclear, November 2008 NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparedness in Support of Nuclear Power Plants, NUREG-0654, FEMA-REP-1, Rev. 1, U.S. Nuclear Regulatory Commission, Federal Emergency Management Agency, November 1980.

NRC, 1992: State of the Art in Evacuation Time Estimate Studies for Nuclear Power Plants, NUREG/CR-4831, T. E. Urbanik and J. D. Jamison, Pacific Northwest Laboratory, U.S. Nuclear Regulatory Commission, March 1992.

NRC, 2011: Criteria for Development of Evacuation Time Estimate Studies, NUREG/CR-7002, J. Jones and F. Walton, Sandia National Laboratories, and B. Wolshon, Louisiana State University, November 2011.

ORNL, 1990: Evaluating Protective Actions for Chemical Agent Emergencies, ORNL-6615, G.O. Rogers, et al., Oak Ridge National Laboratory, prepared for U.S. Department of the Army and Federal Emergency Management Agency, April 1990.

PEMA, 2006: Limerick GeneratingStation Evacuation Plan Map prepared by Pennsylvania Emergency Management Agency, revised February 2006.

8-1

ARCADIS Appendix A Transient and Special Facility Population Data

-78.5374251I40.224571 Legend Facility Type

• EMPLOYMENT

• HOTEL

• RECREATION Base Data Legend X Limerick Plant 10 Miles from Plant STownship Boundary Sub-Area Boundary

• EPZ Boundary 0 2 4

_ 0 ARCADIS EXELON GENER ATION

- 1 LIM5ICK GEIJERAMIN STA77ON4 POPULA71ON DISMOIUTM~4- WA Appendix A -Page 1 of 13

758.87425 /40.224571 Facility Type

• SCHOOL

• HEALTH Base Data Legend X Limerick Plant 10 Miles from Plant

___ Township Boundary Sub-Area Boundary I= EPZ Boundary 0 2 4

% ARCADIS EXLNGNRTO AppendixA- Page I of 12

Table A-1. Major Employers in Limerick EPZ population vehicles Winter Summer Winter Summer week- week- week- week- week- week- week- week- week- week- week- week-Major Employer Zone day night end day night end day night end day night end Dairy Express 2-S 50 0 0 50 0 0 50 0 0 50 0 0 MAC KISSIC INC 2-S 55 0 0 55 0 0 55 0 0 55 0 0 SERMATECH INTERNATIONAL INC 2-N 105 20 0 105 20 0 105 20 0 105 20 0 TELEFLEX INC 2-N 60 10 0 60 10 0 60 10 0 60 10 0 TELEFLEX MARINE 2-N 95 20 0 95 20 0 95 20 0 95 20 0 IRON MOUNTAIN 2-N 300 30 30 300 30 30 300 30 30 300 30 30 VAL SPEC 2-N 120 0 0 120 0 0 120 0 0 120 0 0 WENDT USA DUNNINGTON DIV 2-N 85 0 0 85 0 0 85 0 0 85 0 0 AMERICAN MACHINE & TOOL CO INC 5-SE 60 0 0 60 0 0 60 0 0 60 0 0 A C MILLER CONCRETE PRODUCTS 5-SE 100 0 0 100 0 0 100 0 0 100 0 0 CREATIVE HEALTH SVC 5-SE 50 0 0 50 0 0 50 0 0 50 0 0 DAVLYN MANUFACTURING CO INC 5-SE 85 0 0 85 0 0 85 0 0 85 0 0 HYDROMOTION INC 5-SE 50 0 0 50 0 0 50 0 0 50 0 0 MILITARY AFFAIRS DEPT 5-SE 20 0 320 20 0 320 20 0 320 20 0 320 PENNSYLVANIA INSERT 5-SE 50 0 0 50 0 0 50 0 0 50 0 0 SPRING CITY ELECTRICAL 5-SE 100 0 0 100 0 0 100 0 0 100 0 0 FRENCH CREEK VETERINARY HOSP 5-SW 50 0 0 50 0 0 50 0 0 50 0 0 A & L HANDLES INC 5-NW 90 0 0 90 0 0 90 0 0 90 0 0 BASSETT INDUSTRIES INC 5-NW 50 0 0 50 0 0 50 0 0 50 0 0 BESTWELD INC 5-NW 50 0 0 50 0 0 50 0 0 50 0 0 CREATIVE HEALTH SVC INC 5-NW 50 25 25 50 25 25 50 25 25 50 25 25 DANA DRIVE SHAFT PRODUCTS 5-NW 175 75 0 175 75 0 175 75 0 175 75 0 DIAMOND CREDIT UNION 5-NW 90 0 0 90 0 0 90 0 0 90 0 0 E PLUS TECHNOLOGY INC 5-NW 60 0 0 60 0 0 60 0 0 60 0 0 EASTWOOD CO 5-NW 60 0 0 60 0 0 60 0 0 60 0 0 HARRIS CORP 5-NW 167 0 0 167 0 0 167 0 0 167 0 0 J L MACHINE & TOOL INC 5-NW 75 15 0 75 15 0 75 15 0 75 15 0 KEMCORP 5-NW 80 0 0 80 0 0 80 0 0 80 0 0 MAYER POLLOCK STEEL CORPORATIO 5-NW 50 10 0 50 10 0 50 10 0 50 10 0 MERCURY 5-NW 116 0 0 116 0 0 116 0 0 116 0 0 MERIT MANUFACTURING CORP 5-NW 60 0 0 60 0 0 60 0 0 60 0 0 MICRO-COAX INC 5-NW 160 0 0 160 0 0 160 0 0 160 0 0 page 1 of 4 Appendix A - Page 2 of 12

Table A-1. Major Employers in Limerick EPZ population I vehicles Winter Summer Winter Summer week- week- week- week- week- week- week- week- week- week- week- week-Major Employer Zone day night end day night end day night end day night end MRS SMITH'S FOIL 5-NW 50 0 0 50 0 0 50 0 0 50 0 0 NEAPCO LLC 5-NW 350 0 0 350 0 0 350 0 0 350 0 0 PHILADELPHIA NATIONAL CANDY 5-NW 50 0 0 50 0 0 50 0 0 50 0 0 POTTSTOWN BORO CITY HALL 5-NW 200 0 0 200 0 0 200 0 0 200 0 0 POTTSTOWN PLATING WORKS INC 5-NW 60 0 0 60 0 0 60 0 0 60 0 0 PRECISION POLYMER PRODUCTS 5-NW 90 0 0 90 0 0 90 0 0 90 0 0 SUPERIOR METAL PRODUCTS CO INC 5-NW 60 10 0 60 10 0 60 10 0 60 10 0 SUPERIOR PRECAST INC 5-NW 50 0 0 50 0 0 50 0 0 50 0 0 SUSQUEHANNA BANK 5-NW 64 10 0 64 10 0 64 10 0 64 10 0 TRAFFIC PLANNING & DESIGN INC 5-NW 100 0 0 100 0 0 100 0 0 100 0 0 UNIVERSAL CONCRETE PRODUCTS 5-NW 85 15 0 85 15 0 85 15 0 85 15 0 UNIVERSAL MACHINE CO 5-NW 75 0 0 75 0 0 75 0 0 75 0 0 US AXLE INC 5-NW 90 0 0 90 0 0 90 0 0 90 0 0 WATSON MC DANIEL CO 5-NW 50 0 0 50 0 0 50 0 0 50 0 0 YMCA 5-NW 75 15 10 75 15 10 75 15 10 75 15 10 COOK SPECIALTY CO 10-NE 81 20 0 81 20 0 81 20 0 81 20 0 FREEDOM LIFT CORP 10-NE 60 15 0 60 15 0 60 15 0 60 15 0 HAINES & KIBBLEHOUSE INC 10-NE 334 0 0 334 0 0 334 0 0 334 0 0 CHOWNS FABRICATION & RIGGING 10-NE 75 0 0 75 0 0 75 0 0 75 0 0 FETTEROLF CORP 10-NE 85 0 0 85 0 0 85 0 0 85 0 0 MAR COR PURIFICATION INC 10-NE 50 0 0 50 0 0 50 0 0 50 0 0 FAMILY SERVICES COUNSELING CTR 10-SE 70 0 0 70 0 0 70 0 0 70 0 0 LOWER PROVIDENCE TWP BUILDING 10-SE 71 0 0 71 0 0 71 0 0 71 0 0 MONTGOMERY CNTY COMMUNICATIONS 10-SE 100 0 0 100 0 0 100 0 0 100 0 0 STREAMLIGHT INC 10-SE 180 0 0 180 0 0 180 0 0 180 0 0 ACCELLENT 10-SE 275 75 0 275 75 0 275 75 0 275 75 0 ALLIED WIRE & CABLE 10-SE 50 10 0 50 10 0 50 10 0 50 10 0 EYE DESIGN 10-SE 50 0 0 50 0 0 50 0 0 50 0 0 MAIN LINE HEALTH CTR UPPER 10-SE 50 0 0 50 0 0 50 0 0 50 0 0 QUEST DIAGNOSTICS 10-SE 750 150 0 750 150 0 750 150 0 750 150 0 GlaxoSmithKline Pharmaceutical 10-SE 1600 100 100 1600 100 100 1600 100 100 1600 100 100 REES INDUSTRIAL INC 10-SE 85 0 0 85 0 0 85 0 0 85 0 0 page 2 of 4 Appendix A - Page 3 of 12

Table A-1. Major Employers in Limerick EPZ population vehicles Winter Summer Winter Summer week- week- week- I week- week- week- week- week- week- I week- week- week-Maior Employer 4 Zone 1 day-night end 4- day -

night end 41* dav-night end 4I day -

nigqht end RISK MANAGEMENT INTL 10-SE 110 11 0 110 11 0 110 11 0 110 11 0 SUPERIOR TUBE CO INC 10-SE 300 0 0 300 0 0 300 0 0 300 0 0 WYETH PHARMACEUTICALS 10-SE 2800 800 400 2800 800 400 2800 800 400 2800 800 400 DEVAULT FOODS 10-SE 125 25 0 125 25 0 125 25 0 125 25 0 INDEPENDENCE CONSTRUCTION MTRL 10-SE 90 10 0 90 10 0 90 10 0 90 10 0 CMC ENGINEERING 10-SE 90 0 0 90 0 0 90 0 0 90 0 0 HENRY CO 10-SE 300 50 0 300 50 0 300 50 0 300 50 0 MAILLIE FALCONIERO & CO 10-SE 65 0 0 65 0 0 65 0 0 65 0 0 Annin & Co 10-SE 110 0 20 110 0 20 110 0 20 110 0 20 COMCAST EASTERN DIV 10-SE 125 25 25 125 25 25 125 25 25 125 25 25 GLOBAL PACKAGING INC 10-SE 120 20 0 120 20 0 120 20 0 120 20 0 LAGASSE Sweet 10-SE 50 0 0 50 0 0 50 0 0 50 0 0 PSC INFO GROUP 10-SE 150 0 0 150 0 0 150 0 0 150 0 0 SEI INVESTMENTS CO 10-SE 700 150 0 700 150 0 700 150 0 700 150 0 TOTAL CONTAINMENT INC 10-SE 100 0 0 100 0 0 100 0 0 100 0 0 ATRIA WOODBRIDGE PLACE 10-SE 60 0 0 60 0 0 60 0 0 60 0 0 BILCARE INC 10-SE 75 0 0 75 0 0 75 0 0 75 0 0 DANCO PRECISION INC 10-SE 50 0 0 50 0 0 50 0 0 50 0 0 DANIEL J DEITWEILER 10-SE 250 50 0 250 50 0 250 50 0 250 50 0 DOCUMENT SOLUTIONS GROUP 10-SE 80 0 0 80 0 0 80 0 0 80 0 0 GRAPHIC PACKAGING INTL 10-SE 200 50 0 200 50 0 200 50 0 200 50 0 Innovative PRINT 10-SE 50 0 0 50 0 0 50 0 0 50 0 0 J J HAINES & CO INC 10-SE 350 50 0 350 50 0 350 50 0 350 50 0 PHOENIX 10-SE 57 0 0 57 0 0 57 0 0 57 0 0 YMCA 10-SE 100 25 25 100 25 25 100 25 25 100 25 25 MARTIN STONE QUARRIES INC 10-NW 50 0 0 50 0 0 50 0 0 50 0 0 AW MERCER INC 10-NW 105 20 0 105 20 0 105 20 0 105 20 0 Boyertown Foundry 10-NW 50 0 0 50 0 0 50 0 0 50 0 0 CAMPBELL FITTINGS INC 10-NW 50 0 0 50 0 0 50 0 0 50 0 0 DRUG PLASTICS & GLASS CO INC 10-NW 200 75 0 200 75 0 200 75 0 200 75 0 Global Advanced Metals 10-NW 130 0 0 130 0 0 130 0 0 130 0 0 GATEWAY TICKETING SYSTEMS 10-NW 80 10 10 80 10 10 80 10 10 80 10 10 page 3 of 4 Appendix A - Page 4 of 12

Table A-1. Major Employers in Limerick EPZ population vehicles Winter Summer Winter Summer week- week- week- week- week- week- week- week- week- week- week- week-Major Employer Zone day night end day night end day night end day night end JUDSON A SMITH CO 10-NW 130 0 0 130 0 0 130 0 0 130 0 0 NATIONAL PENN BANCSHARES INC 10-NW 325 15 10 325 15 10 325 15 10 325 15 10 UNICAST CO 10-NW 80 0 0 80 0 0 80 0 0 80 0 0 COSMETIC ESSENCE INC 10-NW 95 15 0 95 15 0 95 15 0 95 15 0 HEALTHWORKS INC 10-NW 50 0 0 50 0 0 50 0 0 50 0 0 STV GROUP INC 10-NW 200 40 0 200 40 0 200 40 0 200 40 0 KULP CAR RENTALS 10-NW 65 25 10 65 25 10 65 25 10 65 25 10 PENFLEX 10-NW I 60 0 0 60 0 0 60 0 0 60 0 0 page 4 of 4 Appendix A - Page 5 of 12

Table A-2. Hotels and Motels in Limerick EPZ Pouato Vehicles Popuatio Vehcle Winter Summer Winter Summer week Summer Winter Summer week- week- week- week- week- week- week- week- week- week- week- week-County Town Facility Nameday night end day night end day night end day night end Montgomery Oaks Hampton Inn & Suites 107 128 128 193 128 128 193 107 107 107 107 107 107 Montgomery Phoenixville French Creek Inn 22 26 26 40 26 26 40 22 22 22 22 22 22 Montgomery Collegeville Marriott Courtyard 132 158 158 238 158 158 238 132 132 132 132 132 132 Montgomery Phoenixville The Mainstay Inn 26 31 31 47 31 31 47 26 26 26 26 26 26 Montgomery Audubon Homewood Suites 123 148 148 221 148 148 221 123 123 123 123 123 123 Montgomery Royersford Staybridge Suites 105 126 126 189 126 126 189 105 105 105 105 105 105 Montgomery Skippack Hotel Fiesole 16 19 19 29 19 19 29 16 16 16 16 16 16 Montgomery Pottstown Comfort Inn & Suites 119 143 143 214 143 143 214 119 119 119 119 119 119 Montgomery Pottstown DaysInn 119 143 143 214 143 143 214 119 119 119 119 119 119 Montgomery Pottstown Fellowship Farm 100 40 40 100 40 40 100 40 40 65 40 40 65 Montgomery Limerick Holiday inn Express 71 85 85 128 85 85 128 71 71 71 71 71 71 Montgomery Pottstown Quality Inn (f. Travelodge) 98 118 118 176 118 118 176 98 98 98 98 98 98 Montgomery Pottstown America's Best Value (f Days Inn) 59 71 71 106 71 71 106 59 59 59 59 59 59 Montgomery Pottstown Motel 6 47 56 56 85 56 56 85 47 47 47 47 47 47 Berks Douglassville EconoLodge 36 43 43 65 43 43 65 36 36 36 36 36 36 Berks New Berlinville Budget Host Pottstown 19 23 23 34 23 23 34 19 19 19 19 19 19 Appendix A - Page 6 of 12

Table A-3. Recreation and Shopping in Limerick EPZ Population Vehicle Winter Summer Winter Summer County Town Facility Name week- week- week- week- week- week- week- week- week- week- week- week-day night end day night end day night end day night end Berks Elverson Hopewell Furnace Historic Site 125 0 125 125 0 180 63 0 63 63 0 90 Berks Bechtelsvile Lazy K Campground 0 0 165 225 225 255 0 0 55 75 75 85 Chester Warwick Warwick Woods Camp Resort 360 360 360 600 600 660 120 120 120 200 200 220 Chester Phoenixville Phoenixville YMCA Program 100 0 0 240 0 540 38 0 0 38 0 203 Center Chester Pottstown Warwick County Park 135 40 150 150 40 270 51 15 56 51 15 101 Montgomery Pottstown Beulah Land Park 56 56 112 56 56 112 21 21 42 21 21 42 Montgomery Schwenksville Central Perkiomen Valley Park 34 0 68 34 0 68 13 0 26 13 0 26 Montgomery Collegeville Evansburg State Park 90 0 180 180 0 361 45 0 90 45 0 180 Montgomery Gilbertsville Hickory Park Campground 45 45 84 84 84 108 23 23 42 23 23 54 Montgomery Oaks Lower Perkiomen Valley Park 92 0 240 240 0 370 35 0 90 35 0 139 Montgomery Green Lake Upper Perkiomen Valley Park 619 40 1000 1000 0 1547 233 15 375 233 15 581 Montgomery Royersford Upper Schuylkill Valley Park 31 0 150 150 0 316 12 0 56 11 0 119 Montgomery Pottstown Shopping Rte 100 600 1500 1500 600 1500 1500 300 750 750 300 750 750 Montgomery Limerick Philadelphia Premium Outlets 540 1080 3750 540 1080 2250 270 540 1875 270 540 1125 Montgomery Royersford Ridge Pike atTownship Line 450 750 750 450 750 750 225 375 375 225 375 375 Montgomery Oaks Shopping District Rte 422 900 1800 1800 900 1800 1800 450 900 900 450 900 900 Chester Coventry Coventry Mall 1200 3000 3000 1200 3000 3000 600 1500 1500 600 1500 1500 Appendix A - Page 7 of 12

Table A-4. Schools in the Limerick EPZ Population Vehicles Vehicles Winter Summer Winter Summer I Winter Day County [ District I School Name I Studentsl Staff Day [Night [ Wkd [Day [Night [Wkd 11 Day [Night Wkd (Day Night Wkd Buses Cars Berks Boyertown Boyertown Area Junior High School - 903 110 1013 0 132 0 0 0 0 0 22 44 East Berks Boyertown Boyertown Area Junior High School - 791 112 903 0 0 0 0 0 130 0 0 0 0 0 18 58 West Berks Boyertown Boyertown Area High School 1705 200 1905 0 0 0 0 0 238 0 0 0 0 0 38 86 Berks Boyertown Boyertown Elementary School 692 85 777 0 0 0 0 0 101 0 0 0 0 0 16 37 Berks Boyertown Colebrookdale Elementary School 294 65 359 0 0 0 0 0 73 0 0 0 0 0 8 41 Berks Boyertown Earl Elementary School 300 60 360 0 0 0 0 0 68 0 0 0 0 0 8 36 Berks Boyertown Gilbertsville Elementary School 697 80 777 0 0 0 0 0 96 0 0 0 0 0 16 32 Berks Boyertown New Hanover-Upper Frederick 728 80 808 0 0 0 0 0 98 0 0 0 0 0 18 26 Elementary School Berks Boyertown Pine Forge Elementary School 275 55 330 0 0 0 0 0 63 0 0 0 0 0 8 31 Berks Boyertown Washington Elementary School 665 85 750 0 0 0 0 0 101 0 0 0 0 0 16 37 Berks Boyertown Jesse Wagner Adventist Elem 24 2 26 0 0 0 0 0 4 0 0 0 0 0 0 4 Berks Daniel Boone Amity Primary Center 445 70 515 0 0 0 0 0 80 0 0 0 0 0 10 40 Berks Daniel Boone Monocacy Elementary Center 671 90 761 0 0 0 0 0 106 0 0 0 0 0 16 42 Chester East Pikeland Montgomery School 271 31 302 0 0 0 0 0 39 0 0 0 0 0 8 7 Chester Downingtown Pickering Valley Elementary School 688 85 773 0 0 0 0 0 101 0 0 0 0 0 16 37 Chester Glenmoore Upattinas Open Community School 45 4 49 0 0 0 0 0 8 0 0 0 0 0 2 0 Chester East Pikeland St. Basil the Great School 198 33 226 0 0 0 0 0 39 0 0 0 0 0 6 15 Chester Great Valley Charlestown Elementary School 313 40 353 0 0 0 0 0 48 0 0 0 0 0 8 16 Chester Owen J. Roberts East Coventry Elementary School 578 74 652 0 0 0 0 0 88 0 0 0 0 0 14 32 Chester Owen J. Roberts French Creek Elementary School 527 66 593 0 0 0 0 0 78 0 0 0 0 0 12 30 Chester Owen J. Roberts Kimberton-Waldorf School 301 30 331 0 0 0 0 0 38 0 0 0 0 0 8 6 Chester Owen J. Roberts North Coventry Elementary School 613 78 691 0 0 0 0 0 92 0 0 0 0 0 14 36 Chester Owen J. Roberts Owen J. Roberts High School 1485 186 1671 0 0 0 0 0 220 0 0 0 0 0 34 84 Chester Owen J. Roberts Owen J. Roberts Middle School 781 98 879 0 0 0 0 0 116 0 0 0 0 0 18 44 Chester Owen J. Roberts East Vincent Elementary School 536 68 604 0 0 0 0 0 80 0 0 0 0 0 12 32 Chester Owen J. Roberts West Vincent Elementary School 506 64 570 0 0 0 0 0 76 0 0 0 0 0 12 28 Chester Phoenixville Barkley Elementary School 356 46 402 0 0 0 0 0 54 0 0 0 0 0 8 22 Chester Phoenixville Center for Arts and Tecnology- 517 66 583 0 0 0 0 0 78 0 0 0 0 0 12 30 Pickering Campus Chester Phoenixville East Pikeland Elementary School 327 42 369 0 0 0 0 0 50 0 0 0 0 0 8 18 Chester Phoenixville Holy Family School 352 44 396 0 0 0 0 0 52 0 0 0 0 0 8 20 Chester Phoenixville Phoenixville Area High School 898 114 1012 0 0 0 0 0 134 0 0 0 0 0 20 54 Chester Phoenixville Phoenixville Area Middle School 750 94 844 0 0 0 0 0 112 0 0 0 0 0 18 40 Chester Phoenixville Renaissance Academy 942 118 1060 0 0 0 0 0 140 0 0 0 0 0 22 52 Chester Phoenixville Schuylkill Elementary School 693 88 781 0 0 0 0 0 104 0 0 0 0 0 16 40 Chester Phoenixville Valley Forge Christian College 800 80 880 720 220 0 0 0 510 360 110 0 0 0 18 438 Montgomery Methacton Arrowhead Elementary School 326 42 368 0 0 0 0 0 50 0 0 0 0 0 8 18 Montgomery Collegeville Collegeville Montessori Academy 39 6 45 0 0 0 0 0 8 0 0 0 0 0 2 0 Montgomery Perkiomen Valley St. Eleanor School 500 64 564 0 0 0 0 0 76 0 0 0 0 0 12 28 Montgomery Methacton Eagleville Elementary School 338 44 382 0 0 0 0 0 52 0 0 0 0 0 8 20 Montgomery Spring-Ford Limerick Elementary School 396 50 446 0 0 0 0 0 60 0 0 0 0 0 10 20 Montgomery Limerick Westem Center for Technical Studies 459 58 517 0 0 0 0 0 70 0 0 0 0 0 12 22 Montgomery Methacton Arcola Intermediate School 842 106 948 0 0 0 0 0 126 0 0 0 0 0 20 46 Montgomery Methacton Woodland Elementary 291 38 329 0 0 0 0 0 46 0 0 0 0 0 8 14 Montgomery Methacton Audubon Elementary 401 52 453 0 0 0 0 0 62 0 0 0 0 0 10 22 Montgomery Methacton Skyview Upper Elementary School 785 100 885 0 0 0 0 0 118 0 0 0 0 0 18 46 Montgomery Methacton St. Gabriels Hall 210 28 238 220 220 180 180 180 34 32 32 28 28 28 6 10 Montgomery Spring-Ford Oaks Elementary School 520 66 586 0 0 0 0 0 78 0 0 0 0 0 12 30 Montgomery Perkiomen Valley Evergreen Elementary School 685 86 771 0 0 0 0 0 102 0 0 0 0 0 16 38 Montgomery Perkiomen Valley Perkiomen Valley South Elementary 627 80 707 0 0 0 0 0 94 0 0 0 0 0 14 38 School Montgomery Perkiomen Valley, Schwenksville Elementary School 541 68 609 0 0 0 0 0 82 0 0 0 0 0 14 26 Page 1 of 2 Appendix A - Page 8 of 12

Table A-4. Schools in the Limerick EPZ Population 11 Vehicles Vehicles Winter Summer Winter Summer 11 Winter Day County [ District I School Name Students Staff I Day Night Wkd Day INight Wkd if Day Night Wkd Day I Night I Wkd 11 Buses I Cars Montgomery Perkiomen Valley Perkiomen Valley High School 1808 226 2034 0 0 0 0 0 268 0 0 0 0 0 42 100 Montgomery Perkiomen Valley Perkiomen Valley Middle School - East 782 98 880 0 0 0 0 0 116 0 0 0 0 0 18 44 Montgomery Perkiomen Valley Perkiomen Valley Middle School - 605 76 681 0 0 0 0 0 58 0 0 0 0 0 14 West Montgomery Perkiomen Valley Skippack Elementary School 782 98 880 0 0 0 0 0 116 0 0 0 0 0 18 44 Montgomery Perkiomen Valley Valley Forge Baptist Temple Academy 185 24 209 0 0 0 0 0 30 0 0 0 0 0 6 6 Montgomery Perkiomen Valley New Life Youth & Family Services 53 8 61 55 55 55 55 55 8 8 8 8 8 8 2 Montgomery Boyertown Perkiomen Valley Academy 24 4 21 0 0 21 0 0 8 0 0 8 0 0 2 Montgomery Perkiomen Valley Bright Spot Child Care 130 18 148 0 0 111 0 0 16 0 0 12 0 0 4 Montgomery Pottsgrove West-Mont Christian Academy 315 40 355 0 0 0 0 0 48 0 0 0 0 0 8 16 Montgomery Pottstown Elizabeth B. Barth Elementary School 421 54 475 0 0 0 0 0 64 0 0 0 0 0 10 24 Montgomery Pottstown Edgewood Elementary School 288 36 324 0 0 0 0 0 44 0 0 0 0 0 8 12 Montgomery Pottstown Franklin Elementary School 301 38 339 0 0 0 0 0 46 0 0 0 0 0 8 14 Montgomery Pottstown The Hill School 496 62 558 516 82 160 160 82 62 44 12 16 16 12 12 14 Montgomery Pottstown Lincoln Elementary School 378 48 426 0 0 0 0 0 58 0 0 0 0 0 10 18 Montgomery Pottstown Pottstown Middle School 600 76 676 0 0 0 0 0 90 0 0 0 0 0 14 34 Montgomery Pottstown Pottstown High School 823 104 927 0 0 0 0 0 124 0 0 0 0 0 20 44 Montgomery Pottstown Coventry Christian School 420 54 474 0 0 0 0 0 64 0 0 0 0 0 10 24 Montgomery Pottstown Mount Calvary Academy 333 42 375 0 0 0 0 0 50 0 0 0 0 0 8 18 Montgomery Pottsgreve Ringing Rocks Elementary 344 44 388 0 0 0 0 0 52 0 0 0 0 0 8 20 Montgomery Pottsgrove West Pottsgreve Elementary School 461 58 519 0 0 0 0 0 70 0 0 0 0 0 12 22 Montgomery Pottsgrove Lower Pottsgrove Elementary School 655 82 737 0 0 0 0 0 98 0 0 0 0 0 16 34 Montgomery Pottsgrove Pottsgrove Middle School 762 96 858 0 0 0 0 0 114 0 0 0 0 0 18 42 Montgomery Pottsgrove Pottsgrove High School 1065 134 1199 0 0 0 0 0 158 0 0 0 0 0 24 62 Montgomery Pottstown Rupert Elementary School 270 34 304 0 0 0 0 0 40 0 0 0 0 0 6 16 Montgomery Pottstown St. Ahoysius 522 66 588 0 0 0 0 0 78 0 0 0 0 0 12 30 Montgomery Pottstown St. Peter's School 182 24 206 0 0 0 0 0 30 0 0 0 0 0 6 6 Montgomery Pottstown Wyndcroft School 233 30 263 0 0 0 0 0 36 0 0 0 0 0 6 12 Montgomery Spring-Ford Royersford Elementary School 431 54 485 0 0 0 0 0 64 0 0 0 0 0 10 24 Montgomery Spring-Ford Sacred Heart 115 14 129 0 0 0 0 0 18 0 0 0 0 0 4 2 Montgomery Sauderton Salford Hills Elementary 330 42 372 0 0 0 0 0 50 0 0 0 0 0 8 18 Montgomery Perkiomen Valley St. Mary's 345 44 389 0 0 0 0 0 52 0 0 0 0 0 8 20 Montgomery Spring-Ford Brooke Elementary School 421 54 475 0 0 0 0 0 64 0 0 0 0 0 10 24 Montgomery Spring-Ford Spring City Elementary School 158 20 178 0 0 0 0 0 24 0 0 0 0 0 4 8 Montgomery Collegeville Ursinus College 1750 200 1950 1310 1200 450 350 200 960 640 420 240 180 100 40 800 Montgomery Spring-Ford Evans Elementary School 597 76 673 0 0 0 0 0 90 0 0 0 0 0 14 34 Montgomery Spring-Ford Upper Providence Elementary School 532 68 600 0 0 0 0 0 80 0 0 0 0 0 12 32 Montgomery Spring-Ford 5th - 6th Grade Center 1258 158 1416 0 0 0 0 0 186 0 0 0 0 0 28 74 Montgomery Spring-Ford 7th Grade Center 589 74 663 0 0 0 0 0 88 0 0 0 0 0 14 32 Montgomery Spring-Ford 8th Grade Center 609 78 687 0 0 0 0 0 92 0 0 0 0 0 14 36 Montgomery Spring-Ford 10th & 12th Grade Center 1522 192 1714 0 0 0 0 0 226 0 0 0 0 0 34 90 Montgomery Spring-Ford 9th Grade Center 579 74 653 0 0 0 0 0 88 0 0 0 0 0 W4 32 Montgomery Spring-Ford Pope John Paul II 896 60 956 0 0 0 0 0 80 0 0 0 0 0 20 0 Montgomery Spring-Ford Blessed Theresa of Calcutta 239 16 255 0 0 0 0 0 24 0 0 0 0 0 6 0 Montgomery Spring-Ford Chesterbrmok Academy 120 20 140 0 0 0 0 0 24 0 0 0 0 0 4 8 Page 2 of 2 Appendix A - Page 9 of 12

Table A-5. Pre-School and Daycare Facilities in Limerick EPZ vehicles County Town_____

Town

_ FacilityName_

Facility Name

_u[Population winter [summer winter ]summer Berks Boyertown Almost Home Children's Center 87 65 15 13 Berks Boyertown Boyertown Area YMCA 371 278 51 39 Berks Boyertown Boyertown YMCA (2) 283 212 40 31 St. Joseph's (Hill) Lutheran Church Berks Boyertown 75 56 14 11 Day Care Center Berks Douglassville Douglassville Children's Center 73 55 14 11 Berks Douglassville Douglassville Kindercare - 2324 129 97 21 17 St. Gabriel's Good Shepherd Berks Douglassville 100 75 17 14 Learning Center Berks Douglassville St. Paul's Day Care 159 119 24 19 Chester Chester Springs Bright Light Learning Ctr 119 89 19 16 Chester Chester Springs Goddard School Chester Springs 116 87 19 15 Chester Phoenixville International Montessori 56 42 11 8 Chester Phoenixville Kiddie Academy 135 101 21 17 Chester Phoenixville Kindercare Learning Center No. 1405 137 103 22 17 Chester Phoenixville Little Angels Day Care 70 53 13 11 Chester Phoenixville Magic Memories 65 49 13 10 Phoenixville Area Children's Learning Chester Phoenixville 78 59 14 12 Center Chester Phoenixville Children's Learning Center 2 91 68 16 13 Phoenixville Area YMCA Child Care Chester Phoenixville 237 178 34 27 Center Stepping Stone Education Center of Chester Phoenixville 50 38 10 8 Phoenixville Chester Phoenixville Teach & Learn Day School 64 48 13 10 Chester Phoenixville Malvern School 136 102 22 17 Chester Phoenixville Valley Forge Kinder House 43 32 9 6 Chester Pottstown Coventry Christian Schools 150 113 23 19 Chester Pottstown Our House Early Learning Center 42 32 8 6 Chester Pottstown Pottstown YMCA French Ck 22 17 4 3 Warwick Child Care - South Coventry Chester Pottstown 89 67 16 13 Center Warwick Child Care - North Coventry Chester Pottstown 246 185 35 28 Center Chester Spring City Grace Assembly Day Care Center 59 44 12 9 Chester Spring City Kids Kare Korner 29 22 6 4 Chester Spring City Our Place to Grow 35 26 7 5 Boyertown Area YMCA Growing Berks Boyertown 283 212 40 31 Dreams Child Care Center Berks Boyertown Boyertown Children's Center 76 57 14 11 Montgomery Audubon FV YMCA Audubon Elem 65 49 13 10 Montgomery Audubon FV YMCA Woodland Elem 127 95 20 16 Montgomery Audubon Short Stuff & Co 132 99 21 17 Montgomery Audubon Valley Forge Children's Academy 96 72 17 14 Montgomery Audubon Victory Early Learning Academy 97 73 17 14 Montgomery Collegeville Chesterbrook Academy 169 127 26 20 Montgomery Collegeville Creative Beginnings Preschool 40 30 8 6 Montgomery Collegeville Creative Child Care Too 77 58 14 12 Freedom Valley YMCA Perkiomen Montgomery Collegeville 144 108 23 18 Valley MS Montgomery Collegeville FV YMCA South Elem 34 26 7 5 Montgomery Collegeville Flanagan's Pre-School 150 113 23 19 Montgomery Collegeville Kiddie Academy CVille 186 140 28 22 Montgomery Collegeville Kindercare 3060 135 101 21 17 Montgomery Collegeville Kindercare - Building A 2332 129 97 21 17 Phoenixville Area YMCA-Arrowhead Montgomery Collegeville 110 83 18 15 Elem School Montgomery Collegeville Play and Learn Center - Collegeville 102 77 17 14 Montgomery Collegeville Malvern School 136 102 22 17 Montgomery Collegeville Tot Spot Learnin Ctr 69 52 13 10 Montgomery Collegeville Tykes and Tots Day Care 86 65 15 13 Phoenixville Area YMCA - Eagleville Montgomery Eaglesville 158 119 24 19 Elementary School Montgomery Gilbertsville Creative Moments 104 78 18 14 Montgomery Gilbertsville New Hanover Child Care 58 44 12 9 Montgomery Gilbertsville The Goddard School 112 84 19 15 Montgomery Gilbertsville Hendricks Family Growing Dreams 278 209 39 31 Montgomery Gilbertsville Little Faces Learning Center 49 37 10 7 Montgomery Green Lane Play and Learn - Green Lane 189 142 28 22 Page 1 of 2 Appendix A- Page 10 of 12

Table A-5. Pre-School and Daycare Facilities in Limerick EPZ Population vehicles County Town Facility Name winter summer winter summer Montgomery Harleysville N Penn YMCA - Salford Hills ES 107 80 18 15 Montgomery Harleysville Castle Academy 209 157 31 24 Montgomery Limerick Bright Beginnings Child Care Center 74 56 11 Montgomery Oaks Oaks Early Learning 79 59 12 Phoenixville Area YMCA-Oaks Montgomery Oaks 193 145 23 Elementary School Montgomery Oaks SEI Family Center 92 69 13 Montgomery Pottstown Coventry Christian Schools 2 104 78 14 Montgomery Pottstown Creative Minds Montessori 145 109 18 Montgomery Pottstown Dotlen Academy 50 38 8 Montgomery Pottstown Sunny Dayz Child Care 24 18 4 Montgomery Early Learning Center -

Montgomery Pottstown 263 197 29 Pottstown Center Montgomery Pottstown Kindercare 3056 160 120 20 Montgomery Pottstown FV YMCA Pottstown Day Care 229 172 26 Montgomery Pottstown Little Footprints 91 68 13 Montgomery Pottstown Little Mary Daycare 58 44 9 Montgomery Pottstown The Learning Experience 158 119 19 Montgomery Pottstown Wee Care Child Dev Ctr 81 61 12 Montgomery Pottstown YWCA Hill School Preschool 11 8 2 Montgomery Pottstown YWCA ready set grow 97 73 14 Montgomery Pottstown YWCA Tricounty Daycare 12 9 2 Montgomery Royersford Providence Christian Preschool 61 46 9 Montgomery Royersford Chesterbrook Academy 366 275 39 Montgomery Royersford Chesterbrook Academy 2 137 103 17 Montgomery Royersford Goddard School of Royersford 160 120 20 Montgomery Royersford Kids Kare Korner III 144 108 18 Montgomery Royersford Kiddie Academy Royersford 175 131 21 Montgomery Royersford Kinder Works 190 143 22 Montgomery Royersford Malvern School 141 106 18 Montgomery Royersford FV YMCA - Brooke Elementary 87 65 13 Montgomery Royersford FV YMCA - Limerick Elementary 125 94 16 Montgomery Royersford FV YMCA - Royersford Center 81 61 12 Montgomery Royersford FV YMCA - Evans Elementary 184 138 22 Montgomery Royersford FV YMCA - Spring Valley 29 22 4 Montgomery Royersford FV YMCA - Royersford Elem 123 92 16 Montgomery Royersford Tot Time Child Dev Ctr 67 50 10 Montgomery Sanatoga The Goddard School 119 89 16 Montgomery Skippack Goddard School 117 88 15 Montgomery Schwencksville North Penn YMCA Schwenk ES 234 176 26 Montgomery Schwencksville Jerusalem Lutheran Day Care Center 43 32 6 Montgomery Schwencksville Goddard School 115 86 15 Montgomery Trappe Children of America Trappe 156 117 19 Montgomery Tranne Twin Acres Countrv Day School 68 51 10 Page 2 of 2 Appendix A - Page 11 of 12

Table A-6. Health and Correctional Facilities in Limerick EPZ non- staff Population Vehicles WC I ambu-

)ay I Night County Town Facility Name patients ambulatory I day I night Daay I Night/VNkdI D bus I bus lance Phoenixville Hospital of the Chester Phoenixville University of Pennsylvania Health 127 60 100 50 227 177 86 60 3 5 5 System Inc.

Chester Phoenixville Phoenixville Convalescent Manor 68 50 25 15 93 83 24 18 1 4 5 Southeastern Pennsylvania Veterans 20 104 45 289 230 136 106 8 4 2 Chester Spring City 185 Center Chester Kimberton The Woodbridge 120 10 30 12 150 132 72 64 6 2 Chester Phoenixville Golden Living Center 130 5 75 20 205 150 102 76 6 2 Chester Phoenixville Genesis Health Care at Spring Mill 22 2 14 6 36 28 20 16 1 0 Montgomery Royersford Parkhouse, Providence Pointe 451 51 150 45 601 496 278 224 20 5 3 Montgomery Eagleville Eagleville Hospital 272 50 100 36 372 308 164 132 11 5 3 Montgomery County Correctional 33 49 4 2 Montgomery Eagleville 1000 20 200 120 1200 1120 100 Facility Montgomery Audubon Meadows at Shannondell 60 10 40 10 100 70 48 32 3 2 1 Montgomery Pottstown Coventry Manor 41 8 12 6 53 47 26 22 2 2 0 Montgomery Pottstown Frederick Mennonite Home 126 30 32 18 158 144 66 58 5 6 3 Montgomery Pottstown Manor Care Health Services 206 103 52 32 258 238 80 70 5 10 5 Montgomery Pottstown Manatawny Manor 120 80 30 20 150 140 36 30 2 8 4 Montgomery County Geriatric and 47 24 Montgomery Pottstown 591 471 187 120 778 711 154 122 6 Rehabilitation Center Montgomery Pottstown Pottstown Memorial Medical Center 295 180 480 320 775 615 300 220 6 17 12 Montgomery Pottstown Sanatoga Center 119 24 24 15 143 134 62 56 5 4 2 Montgomery Pottstown Park Lane Commons 85 10 50 15 135 100 64 48 4 2 1 Berks Douglassville Chestnut Knoll 100 10 40 16 140 116 68 56 5 2 1 Berks Douglassville Colonial Manor 24 4 8 4 32 28 16 14 1 1 0 Berks Douglassville Keystone Villa 114 14 45 20 159 134 74 62 5 2 1 Berks Amity Hearthstone at Amity 100 10 70 15 170 115 82 54 5 2 1

• Number of ambulance and WC bus are based on two trips for facilities with 50 or more non-ambulatory patients.

Appendix A - Page 12 of 12

ARCADIS Appendix B Telephone Survey of EPZ Residents

Limerick EPZ Summary of Telephone Survey Results Completed surveys 384 census 2010 Age unknown 67 SURVEY age for head adjustment responses analyzed 317 Age Mix Response of household factor (percent) (percent)

Demographic under 24 2.21 2.17 1.77 total population 292213 25-34 4.73 13.17 1.77 total HH 107370 35-44 12.30 21.45 1.77 persons per HH 2.72 45-54 16.40 25.13 1.77 55-64 21.45 17.84 0.83 Results (after adjustment) 65 and over 42.90 20.24 0.47 vehicles used to evacuate when all at home 1.22 fraction taking 1 vehicle 0.80 fraction taking 2 veh 0.18 fraction taking 3 or more 0.02 Work Outside Home (% of HH) one or more work outside 74.1 Of those who work outside percent take vehicle 90.3 depart direct 34.0 stay outside EPZ 21.5 return home 44.5 one returns 21.2 2 or more return 13.6 Work Shifts (percent)

Weekday 82.0 Swing shift 4.3 Graveyard 0.3 evening/weekend 7.0 rotate 6.4 time distribution (fraction) 0 to 15 15 to 30 30 to 45 45 to 60 > 60 minutes minutes minutes minutes minutes leave work after notice 0.76 0.16 0.05 0.02 0.02 travel home 0.42 0.32 0.16 0.05 0.05 depart after work return 0.37 0.45 0.09 0.06 0.03 0 to 20 20 to 40 40 to 60 60 to 90 > 90 depart (all at home) 0.31 0.44 0.15 0.08 0.02 Page 1 of 1 Appendix B - Page 1 of 7

13662 LH/CH ARCADIS Exelon Survey Final v6 - August 23, 2011 INTRODUCTION Hello, my name is and I am callingfrom MDC Research, a public opinionfirm. We are conducting a briefsurvey to gather informationfrom households in your area about emergency responseplanning, and we'd like to include your opinions. This survey is being conducted on behalfof the (insertfacility name) Nuclear Facility,and will take approximately 5 minutes to complete. We are not trying to sell you anything. The information gatheredfrom this survey will help local agencies more effectively provide community assistanceshould an emergency situation arise.

Can I please speak with an adult member of the household?

SCREENER S1. What is the zip code of your primary residence? This is the home where you live the majority of the time. DO NOT READ ZIP CODE LIST List of appropriate zip codes will be displayed here 99999 Location outside the EPZ - THANK & TERMINATE S2. Which of the following categories best describes your age?

11 Under 18 yrs of age - ASK FOR REFERRAL or THANK & TERMINATE 12 18 to 24 13 25 to 34 14 35 to 44 15 45 to 54 16 55 to 64 17 65 to 74 18 75 or older 98 (DO NOT READ) Refused QUESTIONNAIRE Q1 How many people currently reside in your household?

Record: # of residents 998 (DO NOT READ) Refused - THANK & TERMINATE Q2 How many motor vehicles are normally based at your home?

Arcadis Exelon 1 ©2011. Market Decisions Corporation Appendix B - Page 2 of 7

13662 LH/CH Record: # of vehicles 997 None - SKIP TO Q14 998 (DO NOT READ) Refused Q3 How many members of your household are over the age of 16?

Record: # of residents 998 (DO NOT READ) Refused Q4 How many members of your household are licensed drivers?

Record: # of drivers 998 (DO NOT READ) Refused Q5 How many of the adults in your household work outside the home?

Record _-- Skip to Q6A 997 None - Continue to Q5A 998 (DO NOT READ) Refused If refused, explain; The nature of this project is to estimate traffic volumes and flow in the event of an emergency evacuation, so this data is necessary in order for us to continue with the survey.

If still refused - THANK & TERMINATE Q5A (ONLY ASK IF Q5=997) Which of the following best describes the non-working adults in your household? MULTIPLE MENTION - IP NOTE: No more mentions than Q3 mentions.

11 Currently unemployed/actively looking for work 12 Retired 13 On Disability or leave of absence 14 Student/continuing education 15 Homemaker 99 Other - please specify SKIP TO QI1 Repeat the following Q6A-F sequence for each working adult cited in Q5 For each of the working adults you just referenced, I'd like to ask a few questions related to what their likely actions would be in the case of an emergency evacuation. I understand that I will be asking you to speculate on what other members of the household may do in this situation, but your best guesses are just fine for our purposes.

Q6A Who is the first working adult in the household that you are thinking about? What is their relationship to you?

Arcadis Exelon 2 ©201 1. Market Decisions Corporation Appendix B - Page 3 of 7

13662 LH/CH 1 Self 2 Spouse or significant other 3 Parent of child 4 Other relative or in-law 5 Roommate 6 Boarder 7 Other Q6B Which of the following best describes this person's usual work schedule?

1 Monday - Friday, 8:00am to 5:00pm 2 Swing Shift 3 Graveyard 4 Evenings and weekends 5 Rotating shifts 6 Other or irregular schedule 7 (DO NOT READ) Don't know Q6C Does this person generally use a personal vehicle to commute back and forth to work?

1 Yes 2 No 7 (DO NOT READ) Don't know Q6D If an evacuation notice were given while this person was at work, do you think they would most likely...

1 Evacuate directly from work 2 Come home first and then evacuate, or 3 Stay outside the evacuation zone where they work -- Skip to Q7 7 (DO NOT READ) Don't know Q6E How long do you think it would take this person to get prepared and actually leave work?

(Read list if necessary) 1 Less than 15 minutes 2 15 to 30 minutes 3 30 to 45 minutes 4 45 to 60 minutes 5 More than 60 minutes 7 (DO NOT READ) Don't know Arcadis Exelon 3 ©2011. Market Decisions Corporation Appendix B - Page 4 of 7

13662 LH/CH If response at 6D is 1, skip from here to Q7 Q6F About how long does it take this household member to get from work to home?

(Read list if necessary) 1 Less than 15 minutes 2 15 to 30 minutes 3 30 to 45 minutes 4 45 to 60 minutes 5 More than 60 minutes 7 (DO NOT READ) Don't know Q7A-F Repeat Q6 sequence for worker #2 Q8A-F Repeat Q6 sequence for worker #3 Q9A-F Repeat Q6 sequence for worker #4 Q10 And once everyone who is coming home from work has arrived, how long would it take to prepare and depart from home, taking into consideration whether or not someone else is usually home who may be starting these preparation while they are travelling?

1 Less than 15 minutes 2 15 to 30 minutes 3 30 to 45 minutes 4 45 to 60 minutes 5 More than 60 minutes 7 (DO NOT READ) Don't know Q11 Are any of the licensed drivers in your household restricted to daytime driving only?

1 Yes 2 No 9 (DO NOT READ) Refused Q12 If an evacuation were ordered when all household members were at home (for example.,

at night or on a weekend), approximately how long would it take your household to Arcadis Exelon 4 ©2011. Market Decisions Corporation Appendix B - Page 5 of 7

13662 LH/CH prepare to depart? Please assume that you are advised to plan to be away from your home for 3 days. Would you say that it would take... READ LIST I Less than 20 minutes to depart 2 20 to 40 minutes to depart 3 40 to 60 minutes to depart 4 60 to 90 minutes to depart; or 5 More than 90 minutes to depart Q13 How many vehicles would your household take if an evacuation were ordered when all household members were at home?

Record: # of vehicles 998 (DO NOT READ) Refused Q14 Are any members of your household seasonal residents? And by seasonal we mean any people who do not reside in your home the majority of the year.

1 Yes 2 No - SKIP TO Q15 9 (DO NOT READ) Refused Q1 4A (ASK IF Q 14= 1) How many of your <insert Q 1 response> household members are seasonal?

Record: # of seasonal household members 998 (DO NOT READ) Refused Q14B (ASK IF Q14=1) What seasons do they live in another location away from your home?

READ LIST - Multiple Mention 1 Spring 2 Summer 3 Fall 4 Winter Q15 Would any member of your household require a specialized vehicle, such as a wheelchair, van or ambulance, to evacuate from your home in case of an emergency?

1 Yes 2 No Arcadis Exelon 5 ©2011. Market Decisions Corporation Appendix B - Page 6 of 7

13662 LH/CH 9 (DO NOT READ) Refused This is all the questions we have for you today/tonight. Thank you for participating in this survey. Your responses will help us to make an accurate prediction of traffic conditions during an emergency situation. If you have any questions about this survey, please feel free to contact

<insert contact name, job title, and phone number/email>.

Arcadis Exelon 6 ©2011. Market Decisions Corporation Appendix B - Page 7 of 7

ARCADIS Appendix C Roadway Network Map and Data Table

/

Roadway Network 1for Limerick Station ETE Analysis August 2012 Legend

• Limerick Station

• Nodes Road Classification 4 Freeway

-Principal Arterial Major Arterial

- Minor Arterial

-- Collector

---

Local Rd Limrick EPZ

-Fr ARCADIS Infrastnture-Water, Enronment Buidings ExI..P-. If11

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link_ # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS_(mph 1 155 156 2.174 11 1 Principal Arterial 1700 55 2 156 155 2.174 11 1 Principal Arterial 1700 55 3 156 157 3.991 11 2 Principal Arterial 3300 45 4 157 156 3.991 11 2 Principal Arterial 3300 45 5 165 166 0.016 11 1 Principal Arterial 1700 45 6 166 165 0.016 11 1 PrincipalArterial 1700 45 7 166 167 0.022 11 1 Principal Arterial 1700 45 8 167 166 0.022 11 1 Principal Arterial 1700 45 9 167 168 0.016 11 1 Principal Arterial 1700 45 10 168 167 0.016 11 1 Principal Arterial 1700 45 11 169 170 0.023 11 1 Principal Arterial 1700 45 12 170 169 0.023 11 1 Principal Arterial 1700 45 13 170 171 0.027 11 1 Principal Arterial 1700 45 14 171 170 0.027 11 1 Principal Arterial 1700 45 15 171 172 0.018 11 1 Principal Arterial 1700 45 16 172 171 0.018 11 1 Principal Arterial 1700 45 17 174 175 0.02 11 1 Minor Arterial 1700 40 18 175 174 0.02 11 1 Minor Arterial 1700 40 19 164 177 0.206 12 1 Ramp 1500 35 20 177 165 0.019 12 1 Ramp 1500 35 21 177 166 0.021 12 1 Ramp 1500 35 22 178 179 0.261 12 1 Ramp 1500 35 23 168 180 0.015 12 1 Ramp 1500 35 24 167 180 0.024 12 1 Ramp 1500 35 25 169 178 0.024 12 1 Ramp 1500 35 26 170 178 0.039 12 1 Ramp 1500 35 27 181 172 0.017 12 1 Ramp 1500 35 28 181 171 0.02 12 1 Ramp 1500 35 29 180 182 0.244 12 1 Ramp 1500 35 30 183 181 0.191 12 1 Ramp 1500 35 31 184 185 0.142 12 1 Ramp 1500 35 32 174 184 0.031 12 1 Ramp 1500 35 33 175 184 0.024 12 1 Ramp 1500 35 34 186 174 0.028 12 1 Ramp 1500 35 35 186 175 0.019 12 1 Ramp 1500 35 36 188 187 0.022 12 1 Ramp 1500 35 37 189 186 0.204 12 1 Ramp 1500 35 38 191 190 0.189 12 1 Ramp 1500 35 39 159 192 0.283 11 1 Principal Arterial 1700 45 40 193 194 0.04 11 1 Collector / Local Road 1700 40 41 193 195 0.062 11 2 Principal Arterial 3300 45 42 195 193 0.062 11 2 Principal Arterial 3300 45 43 194 195 0.058 11 1 Major Arterial 1700 45 44 195 194 0.058 11 1 Major Arterial 1700 45 45 203 202 0.025 11 1 Collector / Local Road 1700 40 46 203 204 0.029 11 1 Major Arterial 1700 45 47 204 203 0.029 11 1 Major Arterial 1700 45 48 202 204 0.023 11 1 Collector / Local Road 1700 40 49 204 202 0.023 11 1 Collector / Local Road 1700 40 50 207 208 0.13 11 1 Principal Arterial 1700 45 51 208 207 0.13 11 1 Principal Arterial 1700 45 52 209 211 0.24 10 1 Collector / Local Road 800 15 53 211 209 0.24 10 1 Collector / Local Road 800 15 54 209 212 0.344 11 1 Major Arterial 1700 50 55 212 209 0.344 11 1 Major Arterial 1700 50 56 217 218 0.183 11 1 Major Arterial 1700 45 57 218 217 0.183 11 1 Major Arterial 1700 45 58 218 219 0.129 11 1 Major Arterial 1700 45 59 219 218 0.129 11 1 Major Arterial 1700 45 60 217 220 0.294 11 1 Principal Arterial 1700 45 61 220 217 0.294 11 1 Principal Arterial 1700 45 Page 1 of 100 Appendix C - Page 2 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node Ld-oe Node Length (mi) Lane(ft) Number Width Lanes of Roadway Type Satetion Flow FFS (mph)

Srate (m 62 221 222 0.024 11 1 Major Arterial 1700 50 63 222 221 0.024 11 1 Major Arterial 1700 50 64 223 222 0.032 11 1 Collector / Local Road 1700 40 65 221 223 0.027 11 1 Collector / Local Road 1700 40 66 223 221 0.027 11 1 Collector / Local Road 1700 40 67 224 225 0.359 11 1 Major Arterial 1700 45 68 225 224 0.359 11 1 MajorArterial 1700 45 69 226 227 0.077 11 1 Major Arterial 1700 45 70 227 226 0.077 11 1 Major Arterial 1700 45 71 226 228 0.122 11 1 Major Arterial 1700 45 72 228 226 0.122 11 1 Major Arterial 1700 45 73 229 230 0.165 11 1 Principal Arterial 1700 45 74 230 229 0.165 11 1 Principal Arterial 1700 45 75 229 228 0.137 11 1 Collector / Local Road 1700 40 76 229 232 0.23 1 11 1 Principal Arterial 1700 45 77 232 229 0.231 11 1 Principal Arterial 1700 45 78 232 233 0.057 11 1 Principal Arterial 1700 45 79 233 232 0.057 11 1 Principal Arterial 1700 45 80 231 234 0.23 11 1 Principal Arterial 1700 45 81 234 231 0.23 11 1 Principal Arterial 1700 45 82 235 236 0.372 12 1 Major Arterial 1700 35 83 236 235 0.372 12 1 Major Arterial 1700 35 84 239 240 0.035 11 1 Collector / Local Road 1700 40 85 239 241 0.036 11 1 Minor Arterial 1700 40 86 241 239 0.036 11 1 Minor Arterial 1700 40 87 240 241 0.033 11 1 Major Arterial 1700 50 88 241 240 0.033 11 1 Major Arterial 1700 50 89 241 242 0.023 11 1 Minor Arterial 1700 40 90 242 241 0.023 11 1 Minor Arterial 1700 40 91 242 244 0.07 11 1 Minor Arterial 1700 40 92 244 242 0.07 11 1 Minor Arterial 1700 40 93 242 245 0.074 11 1 Collector / Local Road 1700 40 94 244 246 0.057 11 1 Collector / Local Road 1700 40 95 246 244 0.057 11 1 Collector / Local Road 1700 40 96 245 246 0.026 11 1 Collector / Local Road 1700 40 97 246 247 0.027 11 1 Collector / Local Road 1700 40 98 247 246 0.027 11 1 Collector / Local Road 1700 40 99 245 247 0.042 11 1 Collector / Local Road 1700 40 100 248 249 0.047 11 1 Major Arterial 1250 45 101 249 248 0.047 11 1 Major Arterial 1250 45 102 252 253 0.037 11 1 Major Arterial 1700 50 103 253 252 0.037 11 1 Major Arterial 1700 50 104 260 261 0.016 11 1 Minor Arterial 1700 40 105 261 260 0.016 11 1 Minor Arterial 1700 40 106 265 266 0.238 11 1 Minor Arterial 1700 40 107 266 265 0.238 11 1 Minor Arterial 1700 40 108 266 267 0.267 11 1 Minor Arterial 1700 40 109 267 266 0.267 11 1 Minor Arterial 1700 40 110 276 277 0.02 12 1 Major Arterial 1700 35 111 277 276 0.02 12 1 Major Arterial 1700 35 112 277 278 0.016 11 1 Collector / Local Road 1700 40 113 278 277 0.016 11 1 Collector / Local Road 1700 40 114 276 278 0.022 11 1 Collector / Local Road 1700 40 115 283 279 0.049 11 1 Collector / Local Road 1700 40 116 283 282 0.029 11 1 Collector / Local Road 1700 40 117 282 284 0.03 11 1 Collector / Local Road 1700 40 118 285 284 0.113 11 1 Collector/ Local Road 1700 40 119 282 285 0.103 11 1 Minor Arterial 1700 40 120 285 282 0.103 11 1 Minor Arterial 1700 40 121 275 286 0.269 11 1 Major Arterial 1700 45 122 286 275 0.269 11 1 Major Arterial 1700 45 123 290 291 0.024 11 1 Collector / Local Road 1700 40 Page 2 of 100 Appendix C - Page 3 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik UNoe Link#

UNod -Nde D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelhwr Rate________

(ph 124 294 293 0.027 _ 11 1 Collector /Local Road 1700 40 125 295 296 0.024 _ 11 1 Principal Arterial 1700 45 126 296 295 0.024 11 1 Principal Arterial 1700 45 127 1 297 296 0.03 1_ 11 1 Collector / Local Road 1700 45 128 295 297 0.024 _ 12 2 Major Arterial 2700 35 129 297 295 0.024 _ 12 2 Mao Arterial 2700 35 130 299 300 0.213 _ 11 1 Collector /Local Road 1700 40 131 298 301 0.103 11 1 Collector /Local Road 1700 40 132 301 298 0.103 11 1 Collector /Local Road 1700 40 133 301 299 0.025 _ 11 1 Collector /Local Road 1700 40 134 301 302 0.019 _ 11 1 Collector /Local Road 1700 40 135 302 301 0.019 11 1 Collector /Local Road 1700 40 136 302 299 0.021 10 1 Collector / Local Road 800 15 137 303 304 0.127 12 2 Freeway 4100 60 138 308 307 0.025 11 1 Collector/ILocal Road 1700 40 139 308 310 0.021 11 1 Minor Arterial 1700 40 140 310 308 0.021 11 1 Minor Arterial 1700 40 141 310 307 0.015 11 1 Principal Arterial 1700 45 142 310 311 0.006 11 1 Collector /Local Road 1700 40 143 311 310 0.006 11 1 Collector /Local Road 1700 40 144 313 310 0.239 11 1 Principal Arterial 1700 45 145 315 314 0.021 12 2 Freeway 4100 60 146 316 313 0.07 11 1 Principal Arterial 1700 45 147 322 323 0.119 12 2 Freeway 4100 55 148 324 326 0.103 12 1 Ramp 1500 35 149 327 325 0.111 12 1 Ramp 1500 35 150 329 328 0.057 11 1 Principal Arterial 1700 45 151 331 330 0.153 12 1 Ramp 1500 35 152 330 332 0.068 11 1 Collector / Local Road 1700 40 153 332 330 0.068 11 1 Collector / Local Road 1700 40 154 332 333 0.085 12 1 Ramp 1500 35 155 332 335 0.028 11 1 Collector / Local Road 1700 40 156 335 332 10.028 11 1 Collector / Local Road 1700 40 157 337 338 0.091 12 2 Freeway 4100 55 158 341 342 0.014 11 1 Major Arterial 1700 45 159 342 341 0.014 11 1 Major Arterial 1700 45 160 341 343 0.014 11 1 Collector /Local Road 1700 40 161 343 341 0.014 11 1 Collector /Local Road 1700 40 162 340 347 0.225 11 __1 Collector /Local Road 1700 40 163 347 340 0.225 11 1 Collector /Local Road 1700 40 164 346 348 0.233 10 1 Collector / Local Road 800 15 165 348 346 0.233 10 1 Collector/ Local Road 800 15 166 349 350 0.011 11 1 Collector/ Local Road 1700 40 167 350 349 0.011 11 1 Collector /Local Road 1700 40 168 351 352 0.044 11 2 Major Arterial 2700 50 169 352 351 0.044 11 2 Major Arterial 2700 50 170 352 353 0.053 _ 11 1 Collector / Local Road 1700 40 171 354 355 0.029 11 2 Major Arterial 2700 50 172 355 354 0.029 11 2 Major Arterial 2700 50 173 1 353 354 0.053 11 1 Minor Arterial 1700 40 174 357 359 0.033 11 1 Collector / Local Road 1700 40 175 359 357 0.033 11 1 Collector / Local Road 1700 40 176 364 365 0.01 11 1 Minor Arterial 1700 40 177 365 364 0.01 11 1 Minor Arterial 1700 40 178 366 367 0.632 12 3 Freeway 6150 65 179 364 369 0.137 _ 11 1 Principal Arterial 1700 45 180 370 365 0.134 _ 11 1 Major Arterial 1700 50 181 371 372 10.239 12 3 Freeway 6150 65 182 375 376 0.009 11 1 Collector / Local Road 1700 45 183 376 375 0.009 11 1 Collector / Local Road 1700 45 184 377 374 0.059 11 1 Major Arterial 1700 45 185 378 379 0.256 11 1 Collector / Local Road 1700 45 Page 3 of 100 Appendix C - Page 4 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________mi Width (ft) Lanes ___________ Rate (vehlhr) 186 379 378 0.256 11 1 Collector / Local Road 1700 45 187 381 382 0.351 11 1 Collector /Local Road 1700 40 188 382 381 0.351 11 1 Collector /Local Road 1700 40 189 1 388 389 0.318 1 11 2 Collector / Local Road 3200 40 190 389 388 0.318 11 2 Collector /Local Road 3200 40 191 391 390 0.175 11 2 Major Arterial 3200 45 192 394 395 0.197 11 2 Collector / Local Road 3200 40 193 395 394 0.197 11 2 Collector / Local Road 3200 40 194 398 399 10.132 11 1 Collector / Local Road 1700 40 195 399 398 0.132 _ 11 1 Collector / Local Road 1700 40 196 396 400 0.167 11 2 Minor Arterial 3200 40 197 400 396 0.167 11 2 Minor Arterial 3200 40 198 397 402 0.088 11 1 Principal Arterial 1700 45 199 403 401 0.021 11 1 Major Arterial 1700 50 200 402 403 0.009 11 1 Collector/ Local Road 1700 40 201 403 402 0.009 11 1 Collector / Local Road 1700 40 202 404 405 0.178 11 2 Minor Arterial 3200 40 203 405 404 0.178 11 2 Minor Arterial 3200 40 204 406 401 0.026 11 1 Collector / Local Road 1700 40 205 403 406 0.024 11 1 Major Arterial 1700 45 206 406 403 0.024 11 1 Major Arterial 1700 45 207 407 406 0.045 11 1 Collector / Local Road 1700 40 208 407 403 0.03 11 1 Principal Arterial 1700 45 209 411 412 0.028 11 1 MajorArterial 1700 45 210 412 411 0.028 11 1 Major Arterial 1700 45 211 412 413 0.022 11 1 . Major Arterial 1700 45 212 413 412 0.022 11 1 Major Arterial 1700 45 213 411 413 0.039 11 1 Collector/ Local Road 1700 40 214 414 415 0.171 11 1 Minor Arterial 1700 40 215 415 414 0.171 11 1 Minor Arterial 1700 40 216 419 418 0.042 11 1 Collector /Local Road 1700 40 217 419 420 0.013 11 1 Collector /Local Road 1700 40 218 420 419 0.013 _ 11 1 Collector /Local Road 1700 40 219 422 421 0.11 _ 11 1 Collector /Local Road 1700 40 220 422 424 0.089 _ 11 1 Minor Arterial 1700 40 221 424 422 0.089 _ 11 1 Minor Arterial 1700 40 222 421 424 0,103 11 1 Major Arterial 1700 45 223 424 421 0.103 _ 11 1 Major Arterial 1700 45 224 426 425 0.225 _ 12 2 Freeway 4100 65 1 225 427 428 0.017 _ 11 1 Minor Arterial 1700 40 226 428 427 0.017 11 1 Minor Arterial 1700 40 227 424 429 0.204 _ 11 1 Major Arterial 1700 45 228 429 424 0.204 _ 11 1 Major Arterial 1700 45 229 423 430 0.071 _ 11 1 Major Arterial 1700 45 230 430 423 0.071 11 1 Major Arterial 1700 45 231 430 431 0.057 _ 11 1 Collector / Local Road 1700 40 232 431 430 0.057 _ 11 1 Collector / Local Road 1700 40 233 433 434 0.347 11 1 Minor Arterial 1700 40 234 434 433 0.347 _ 11 1 Minor Arterial 1700 40 235 427 435 0.023 11 1 Major Arterial 1700 45 236 435 427 0.023 11 1 Major Arterial 1700 45 237 443 444 0.017 11 1 Minor Arterial 1700 40 238 444 443 0.017 _ 11 1 Minor Arterial 1700 40 239 445 446 0.018 _ 11 1 Minor Arterial 1700 40 240 446 445 0.018 _ 11 1 Minor Arterial 1700 40 241 446 447 0.021 _ 11 1 Minor Arterial 1700 40 242 447 446 0.021 _ 11 1 Minor Arterial 1700 40 243 445 447 0.032 _ 11 1 Collector / Local Road 1700 40 244 449 450 0.029 11 1 Principal Arterial 1700 45 245 450 449 0.029 _ 11 1 1 Principal Arterial 1700 45 246 1 449 452 0.257 11 1 Principal Arterial 1700 45 247 1 452 449 0!257 11 1 Principal Arterial .1700 45 Page 4 of 100 Appendix C - Page 5 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) 248 452 454 0.099 11 1 Principal Arterial 1700 45 249 454 452 0.099 11 1 Principal Arterial 1700 45 250 454 455 0.086 11 1 Principal Arterial 1700 45 251 1 455 454 0.086 1 11 1 Principal Arterial 1700 45 252 453 456 0.028 11 1 Collector/I Local Road 1700 40 253 456 453 0.028 11 1 Collector / Local Road 1700 40 254 455 456 0.085 11 1 Principal Arterial 1700 45 255 456 455 0.085 11 ~ 1 Principal Arterial 1700 45 256 457 453 0.036 11 1 Collector / Local Road 1700 40 257 456 457 0.027 11 1 Principal Arterial 1700 45 258 457 456 0.027 11 1 Principal Arterial 1700 45 259 458 459 0.039 11 1 Principal Arterial 1700 45 260 459 458 0.039 11 1 Principal Arterial 1700 45 261 460 252 0.062 12 1 Ramp 1500 35 262 460 253 0.045 12 1 Ramp 1500 35 263 250 237 0.193 12 1 Ramp 1500 35 264 461 460 0.164 12 1 Ramp 1500 35 265 462 258 0.135 12 1 Ramp 1500 35 266 260 462 0.022 12 1 Ramp 1500 35 267 261 462 0.018 12 1 Ramp 1500 35 268 463 262 0.173 12 1 Ramp 1500 35 269 466 465 0.21 12 1 Ram p 1500 35 270 272 467 0.246 12 1 Ramp 1500 35 271 467 289 0.033 12 1 Ramp 1500 35 272 290 468 0.032 12 1 Ramp 1500 35 273 468 469 0.176 12 1 Ramp 1500 35 274 470 471 0.222 12 1 Ramp 1500 35 275 294 300 0.008 11 1 Collector / Local Road 1700 40 276 472 294 0.019 12 1 Ramp 1500 35 277 472 293 0.032 12 1 Ramp 1500 35 278 304 472 0.234 12 1 Ramp 1500 35 279 476 475 0.1157 11 1 Ramp 1500 55 280 477 478 0.297 11 1 Ramp 1500 55 281 315 313 0.246 12 1 Ramp 1500 35 282 479 480 0.073 12 1 Ramp 1500 35 283 316 314 0.232 12 1 Ramp 1500 35 284 481 479 0.029 12 1 Ram p 1500 35 285 481 319 0.188 12 1 Ramp 1500 35 286 324 323 0.202 12 1 Ramp 1500 35 287 482 483 0.147 12 1 Ramp 1500 35 288 322 326 0.145 12 1 Ramp 1500 35 289 484 318 0.24 12 1 Ramp 1500 35 290 485 486 0.032 12 1 Ramp 1500 35 291 329 486 0.17 12 1 Ram p 1500 35 292 485 328 0.186 12 1 Ramp 1500 35 293 331 487 0.165 12 1 Ramp 1500 35 294 192 479 0.242 12 1 Ramp 1500 35 295 327 338 0.147 12 1 Ramp 1500 35 296 488 333 0.066 12 1 Ramp 1500 35 297 488 335 0.054 12 1 Ramp 1500 35 298 489 488 0.074 12 1 Ramp 1500 35 299 320 490 0.27 12 1 Ram p 1500 35 300 491 485 0.157 12 1 Ramp 1500 35 301 337 325 0.226 12 1 Ramp 1500 35 302 493 494 0.738 11 1 Ramp 1500 55 303 496 495 1.12 11 1 Ramp 1500 55 304 371 497 1.228 11 1 Ramp 1500 55 305 498 499 1.103 11 1 Ramp 1500 55 306 500 379 0.315 12 1 Ramp 1500 35 307 502 501 0.16 12 1 Ramp 1500 35 308 378 504 0.435 12 1 Ramp 1500 35 309 SO 50 04 0.425 11 1 Ramp 1500 55 Pages5 of 100 Appendix C - Page 6 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr F5(mh 310 505 506 0.747 11 1 Ramp 1500 55 311 508 507 0.97 11 1 Ramp 1500 55 312 509 382 0.228 12 1 Ramp 1500 35 313 1 509 383 0.229 1 11 1 Ramp 1500 55 314 510 388 0.283 12 1 Ramp 1500 35 315 394 511 0.127 12 1 Ramp 1500 35 316 512 399 0.116 12 1 Ramp 1500 35 317 513 396 0.874 12 1 Ramp 1500 35 318 514 512 0.111 12 1 Ramp 1500 35 319 512 398 0.125 12 1 1 Ramp 1500 35 320 400 515 0.707 12 1 Ramp 1500 35 321 396 516 0.809 12 1 Ramp 1500 35 322 405 517 1.015 12 1 Ramp 1500 35 323 518 404 1.218 12 1 Ramp 1500 35 324 417 519 0.198 12 1 Ramp 1500 35 325 520 521 0.307 11 1 Ramp 1500 55 326 522 432 0.014 12 1 Ramp 1500 5 327 522 431 0.023 12 1 Ramp 1500 35 328 427 425 0.318 12 1 Ramp 1500 35 329 433 523 0.07 12 1 Ramp 1500 35 330 524 525 0.818 12 1 Ramp 1500 35 331 436 522 0.395 12 1 Ram p 1500 35 332 526 427 0.018 12 1 Ramp 1500 35 333 528 527 0.662 11 1 Ramp 1500 55 334 531 530 0.861 12 1 Ramp 1500 35 335 532 524 0.622 11 1 Ramp _ 1500 55 336 533 442 0.452 11 1 Ramp 1500 55 337 534 535 0.23 12 1 Ramp 1500 35 338 459 534 0.038 12 1 Ram p 1500 35 339 458 534 0.048 12 1 Ramp 1500 35 340 536 456 0.351 12 1 Ramp 1500 35 341 537 455 0.1 12 1 Ramp 1500 35 342 537 454 0.064 12 1 Ramp 1500 35 343 454 538 0.071 12 1 Ramp 1500 35 344 452 538 0.144 12 1 Ramp 1500 35 345 538 539 0.201 12 1 Ramp 1500 35 346 541 543 0.497 11 1 Minor Arterial 1700 40 347 543 541 0.497 _ 11 1 Minor Arterial 1700 40 348 547 548 0.034 _ 11 2 Minor Arterial 3200 40 349 548 547 0.034 11 2 Minor Arterial 3200 40 350 548 549 0.194 _ 11 2 Minor Arterial 3200 40 351 549 548 0.194 _ 11 2 Minor Arterial 3200 40 352 550 551 0.142 _ 12 2 Freeway 3200 40 353 551 550 0.142 11 2 Minor Arterial 3200 40 354 548 552 0.023 11 1 Collector / Local Road 1700 40 355 552 548 0.023 _ 11 1 ___Collector / Local Road 1700 40 356 551 553 0.352 _ 11 2 Minor Arterial 3200 40 357 553 551 0.352 _ 11 2 ___ Minor Arterial 3200 40 358 555 557 0.387 11 2 Minor Arterial 3200 40 359 557 555 0.387 11 2 Minor Arterial 3200 40 360 562 561 0.007 11 1 Collector /Local Road 1250 40 361 567 562 0.171 12 1 Ram p1500 35 362 566 569 1.105 12 1__ Ramp 1500 35 363 565 571 1.366 11 1 Minor Arterial 1250 40 364 571 565 1.366 11 1 Minor Arterial 1250 40 365 571 572 0.132 11 1 Minor Arterial 1700 40 366 572 571 0.132 11 1 Minor Arterial 1700 40 367 573 574 0.055 11 1 Minor Arterial 1250 40 368 574 573 0.055 11 1 Minor Arterial 1250 40 369 574 576 0.829 11 1 Minor Arterial 1250 4 370 576 574 0.829 11 1 Minor Arterial 1250 45 3156 57 0.078 11 1 Collector / Local Road 1250 40 Page 6 of 100 Appendix C - Page 7 of 117

Appendix C Limerick NGS AppedixNetwork LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flow F(mh

_______ (ml) Width (ft) Lanes Roda ye Rate (veh/hr) FS(mh 372 577 576 0.078 11 1 Collector / Local Road 1250 40 373 579, 578 0.177 12 1 Ramp 1500 3 374 578 575 0.211 12 1 Ramp 1500 35 375 1 578 580 0.146 1 12 1 Ramp 1500 35 376 575 580 0.151 11 1 Collectorl/ Local Road 1250 40 377 580 575 0.151 11 1 Collector / Local Road 1250 40 378 580 581 0.262 11 1 Collector / Local Road 1250 40 379 581 580 0.262 11 1 Collector / Local Road 1250 40 380 577 582 0.055 12 1 Ramp 1500 35 381 576 582 0.095 11 1 Ramp 1500 45 382 582 583 0.131 11 1 Ramp 1500 45 383 584 585 0.48 11 1 Minor Arterial 1250 40 384 585 584 0.48 11 1 Minor Arterial 1250 40 385 566 588 2.52 11 1 Collector / Local Road 1200 45 386 588 566 2.52 11 1 Collector / Local Road 1200 45 387 583 590 0.457 11 1 Ramp 1500 45 388 591 592 0.307 12 2 Freeway 4100 55 389 594 595 0.051 11 1 Collector / Local Road 1700 40 390 595 594 0.051 11 1 Collector / Local Road 1700 40 391 595 596 0.025 11 1 Major Arterial 1700 45 392 596 595 0.025 11 1 1 Major Arterial 1700 45 393 594 596 0.074 11 1 Collector / Local Road 1700 40 394 596 594 0.074 11 1 Collector / Local Road 1700 40 395 609 610 0.769 12 1 Ramp 1500 35 396 611 609 0.076 12 1 Ramp 1500 35 397 606 612 0.287 11 1 Collector / Local Road 1250 40 398 612 606 0.287 11 1 Collector / Local Road 1250 40 399 611 613 0.073 11 1 Minor Arterial 1700 40 400 613 611 0.073 11 1 Minor Arterial 1700 40 401 613 609 0.088 12 1 Ramp 1500 35 402 614 611 0.105 12 1 Ramp 1500 35 403 614 613 0.06 12 1 Ramp 1500 35 404 616 615 0.79 12 1 Ramp 1500 35 405 615 617 0.056 12 1 Ramp 1500 35 406 617 618 0.095 11 1 Minor Arterial 1700 40 407 618 617 0.095 11 1 Minor Arterial 1700 40 408 615 618 0.1 12 1 Ram p 1500 35 409 618 620 0.179 11 1 Minor Arterial 1700 40 410 620 618 0.179 11 1 Minor Arterial 1700 40 411 620 621 0.501 11 1 Collector /Local Road 1700 40 412 621 620 0.501 11 1 Collector /Local Road 1700 40 413 612 622 0.751 11 1 Minor Arterial 1250 40 414 622 612 0.751 11 1 Minor Arterial 1250 40 415 623' 614 0.701 12 1 Ramp 1500 35 416 620 624 0.73 12 1 Ramp 1500 35 417 625, 626 0.409 11 1 Major Arterial 1700 45 418 626 625 0.409 11 1 Major Arterial 1700 45 419 622 630 1.394 11 1 Collector / Local Road 1250 40 420 630 622 1.394 _ 11 1 Collector / Local Road 1250 40 421 629 631 0.137 11 1 Major Arterial 1250 45 422 631 629 0.137 _ 11 1 Major Arterial 1250 45 423 630 632 0.319 11 1 Collector /Local Road 1700 40 424 632 630 0.319 11 1 Collector /Local Road 1700 40 425 631 633 10.116 11 1 Collector / Local Road 1250 40 426 633 631 0.116 11 1 Collector /Local Road 1250 40 427 632 635 1.47 _ 11 1 Collector / Local Road 1700 40 428 635 632 1.47 11 1 Collector / Local Road 1700 40 429 635 638 0.147 11 1 Collector / Local Road 1250 40 430 638 635 0.147 11 1 Collector / Local Road 1250 40 431 639 1 640 0.059 11 1 Collector/ Local Road 1700 40 432 640 639 0.059 1 11 1 Collector / Local Road 1700 40 433 639 1 641 0.081 11 1 Major Arterial 1700 45 Page 7 of 100 Appendix C - Page 8 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (mi) Width (ft) Lanes __________ Rate (veh/hr) 434 641 639 0.081 11 1 Major Arterial 1700 45 435 644 645 0.476 12 1 Ramp 1500 35 436 643 644 0.22 12 1 Ramp 1500 35 437 1 643 646 0.164 1 11 1 Minor Arterial 1700 40 438 646 643 0.164 11 1 Minor Arterial 1700 40 439 646 644 0.138 12 1 Ramp 1500 35 440 647 643 0.238 12 1 Ram p 1500 35 441 647 646 0.177 12 1 Ramp 1500 35 442 649 648 0.539 12 1 Ramp 1500 35 443 648 650 0.077 12 1 Ramp 1500 35 444 650 651 0.078 12 1 Ramp 1500 35 445 652 651 0.126 12 1 Ramp 1500 35 446 650 652 0.104 11 1 Minor Arterial 1700 40 447 652 650 0.104 11 i Minor Arterial 1700 40 448 648 652 0.13 12 1 Ramp 1500 35 449 651 654 0.537 12 1 Ramp 1500 35 450 655 647 0.521 12 1 Ramp 1500 35 451 666 668 0.057 12 2 Freeway 2700 30 452 668 666 0.057 12 2 Major Arterial 2700 30 453 670 671 0.171 12 1 Major Arterial 1700 35 454 671 670 0.171 11 1 Major Arterial 1700 50 455 671 673 0.198 12 2 Minor Arterial 2700 35 456 673 671 0.198 12 1 Minor Arterial 1700 35 457 669 674 0.048 10 1 Collector/ Local Road 1200 25 458 674 669 0.048 11 1 Collector / Local Road 1250 40 459 663 675 0.557 11 2 Principal Arterial 3300 45 460 675 663 0.557 11 2 Principal Arterial 3300 45 461 672 682 0.917 10 1 Collector /Local Road 800 15 462 682 672 0.917 10 1 Collector / Local Road 800 15 463 681 683 0.294 11 1 Collector / Local Road 1700 40 464 683 681 0.294 11 1 Collector / Local Road 1700 40 465 682 683 0.368 11 1 Collector / Local Road 1700 40 466 683 682 0.368 11 1 Collector / Local Road 1700 40 467 673 684 0.396 12 2 Minor Arterial 2700 35 468 684 673 0.396 12 2 Minor Arterial 2700 35 469 688 689 0.027 10 1 Collector / Local Road 1200 25 470 689 688 0.027 11 1 Collector / Local Road 1250 40 471 686 688 10.112 12 1 Major Arterial 1200 35 472 688 686 0.112 11 1 1 Major Arterial 1250 50 473 687 691 0.098 11 1 Collector / Local Road 1700 40 474 691 687 0.098 11 1 Collector / Local Road 1700 40 475 684 692 1.01 11 2 Minor Arterial 3200 40 476 692 684 1.01 11 2 Minor Arterial 3200 40 477 690 694 0.16 11 1 Minor Arterial 1250 40 478 694 690 0.16 11 1 Minor Arterial 1250 40 479 692 696 0.51 11 2 Minor Arterial 3200 45 480 696 692 0.51 11 2 Minor Arterial 3200 45 481 696 697 0.071 11 1 Minor Arterial 1700 45 482 697 696 0.071 11 1 Minor Arterial 1700 45 483 694 698 0.168 10 1 Collector / Local Road 800 15 484 698 694 0.168 10 1 Collector / Local Road 800 15 485 694 700 1.496 11 1 Minor Arterial 1700 40 486 700 694 1.496 11 1 Minor Arterial 1700 40 487 700 701 0.886 11 1 Major Arterial 1250 40 488 701 700 0.886 11 1 Major Arterial 1250 40 489 706 707 0.04 11 1 Major Arterial 1700 50 490 707 706 0.04 11 1 Major Arterial 1700 50 491 704 708 0.433 11 1 Collector / Local Road 1700 40 492 708 704 0.433 11 1 Collector / Local Road 17004 493 706 709 0.166 11 1 Major Arterial 1250 50 494 709 706 0.166 11 1 1 Major Arterial 1250 50 45 705 711 1.608 11 2 Principal Arterial 3300 45 Page 8 of 100 Appendix C -Page 9ofl117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node (mi)

Length Width Lane(ft) Number Lanes of Roadway Type Rate (veh/hr)

Satetion Flow FFS_(mph

____(mph 496 711 705 1.608 11 2 Principal Arterial 3300 45 497 709 713 0.311 11 1 Major Arterial 1250 50 498 713 709 0.311 11 1 Major Arterial 1250 50 499 711 716 1.018 11 3 Principal Arterial 4950 45 500 716 711 1.018 11 3 Principal Arterial 4950 45 501 717 718 0.707 12 1 Ramp 1500 35 502 716 717 0.287 12 1 Ramp 1500 35 503 716 719 0.19 11 3 Principal Arterial 4950 45 504 719 716 0.19 11 3 Principal Arterial 4950 45 505 719 717 0.198 12 1 Ramp 1500 35 506 713 720 0.286 11 1 Major Arterial 1250 50 507 720 713 0.286 11 1 Major Arterial 1250 50 508 720 721 0.065 11 1 Major Arterial 1250 50 509 721 720 0.065 11 1 Major Arterial 1250 50 510 722 716 0.275 12 1 Ramp 1500 35 511 722 719 0.162 12 1 Ramp 1500 35 512 724 726 0.265 11 2 Minor Arterial 3200 45 513 726 724 0.265 11 2 Minor Arterial 3200 45 514 715 727 0.885 12 1 Ramp 1500 35 515 729 730 0.213 12 1 Ramp 1500 35 516 731 722 0.19 12 1 Ramp 1500 35 517 729 732 0.137 11 2 Principal Arterial 3300 45 518 732 729 0.137 11 2 Principal Arterial 3300 45 519 732 730 0.172 12 1 Ramp 1500 35 520 727 732 0.188 12 1 Ramp 1500 35 521 732 733 0.135 11 2 Principal Arterial 3300 45 522 733 732 0.135 11 2 Principal Arterial 3300 45 523 727 733 0.222 12 1 Ramp 1500 35 524 712 736 0.745 10 1 Collector / Local Road 800 15 525 736 712 0.745 10 1 Collector / Local Road 800 15 526 735 737 1.928 11 1 Collector / Local Road 1700 40 527 737 735 1.928 11 1 Collector / Local Road 1700 40 528 738 739 0.321 11 1 Minor Arterial 1250 40 529 739 738 0.321 11 1 Minor Arterial 1250 40 530 745 747 0.225 11 1 Major Arterial 1700 50 531 747 745 0.225 11 1 Major Arterial 1700 50 532 746 747 0.064 11 1 Collector / Local Road 1250 40 533 747 746 0.064 11 1 Collector / Local Road 1250 40 534 746 748 0.107 11 1 Major Arterial 1250 45 535 748 746 0.107 11 1 Major Arterial 1250 45 536 747 748 0.094 11 1 Major Arterial 1250 50 537 748 747 0.094 11 1 Major Arterial 1250 50 538 754 759 0.473 11 1 Collector / Local Road 1700 40 539 759 754 0.473 11 1 Collector / Local Road 1700 40 540 760 761 0.833 12 1 Ramp 1500 35 541 764 765 0.25 11 2 Minor Arterial 3200 40 542 765 764 0.25 11 2 Minor Arterial 3200 40 543 769 765 0.308 12 1 Ramp 1500 35 544 769 764 0.162 12 1 Ramp 1500 35 545 772 769 0.406 12 1 Ramp 1500 35 546 775 776 0.099 12 2 Minor Arterial 2700 35 547 776 775 0.099 12 2 Minor Arterial 2700 35 548 776 777 0.079 12 2 Major Arterial 2700 35 549 777 776 0.079 12 2 Major Arterial 2700 35 550 778 760 0.827 12 1 Ramp 1500 35 551 774 780 0.349 11 1 Minor Arterial 1250 40 552 780 774 0.349 11 1 Minor Arterial 1250 40 553 779 781 0.462 11 1 Major Arterial 1700 45 554 781 779 0.462 11 1 Major Arterial 1700 45 555 764 782 1.16 12 1 Ramp 1500 35 556 787 786 0.016 11 1 Major Arterial 1700 45 557 786 788 0.052 11 1 Minor Arterial 1700 40 Page 9 of 100 Appendix C - Page 10 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik -Nde Link#

UNod DNoe D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelowh)

Rate________

(ph 558 785 788 0.158 12 1 Major Arterial 1700 35 559 788 785 0.158 12 1 Major Arterial 1700 35 560 791 787 0.069 11 1 Major Arterial 1700 45 561 1 788 791 0.051 1 12 1 Major Arterial 1700 35 562 791 788 0.051 11 1 Major Arterial 1700 45 563 790 792 0.078 10 1 Collector / Local Road 800 15 564 792 790 0.078 10 1 Collector / Local Road 800 15 565 784 792 0.136 11 1 Minor Arterial 1250 45 566 792 784 10.136 11 1 Minor Arterial 1250 45 567 794 795 0.288 10 1 Collector / Local Road 800 10 568 795 794 0.288 10 1 Collector / Local Road 800 10 569 795 796 0.232 11 1 Minor Arterial 1700 40 570 796 795 0.232 11 1 Minor Arterial 1700 40 571 798 799 0.045 10 1 Collector / Local Road 800 15 572 798 800 0.045 10 1 Collector/ Local Road 800 15 573 800 798 0.045 10 1 Collector / Local Road 800 15 574 799 800 0.061 12 1 Major Arterial 1700 35 575 800 799 0.061 11 1 Major Arterial 1700 45 576 793 802 1.58 11 1 Major Arterial 1250 55 577 802 793 1.58 11 1 Major Arterial 1250 55 578 792 802 1.166 11 1 Collector / Local Road 1250 45 579 802 792 1.166 11 1 Collector /Local Road 1250 45 580 804 805 0.045 12 1 Major Arterial 1700 35 581 805 804 0.045 12 1 Major Arterial 1700 35 582 805 806 0.052 11 1 Principal Arterial 1700 45 583 806 805 0.052 11 1 Principal Arterial 1700 45 584 804 806 0.06 11 1 Collector / Local Road 1700 40 585 802 807 0.499 11 1 Collector / Local Road 1250 40 586 807 802 0.499 11 1 Collector / Local Road 1250 40 587 818 820 0.575 11 1 Minor Arterial 1700 40 588 820 818 0.575 11 1 Minor Arterial 1700 40 589 819 822 0.32 11 1_ Collector /Local Road 1250 40 590 822 819 0.32 11 1 Collector/ Local Road 1250 40 591 826 827 0.194 11 1 Ramp 1500 45 592 828 826 10.06 11 1 Ramp 1500 45 593 828 829 0.042 12 1 Minor Arterial 1200 35 594 829 828 0.042 12 1 Minor Arterial 1200 35 595 829 826 0.034 12 1 Ramp 1500 5 596 834 821 0.171 12 1 Ramp 1500 35 597 834 825 0.126 12 2 Freeway 4100 60 598 835 836 0.764 11 1 Collector / Local Road 1700 40 599 836 835 0.764 11 1_ Collector / Local Road 1700 40 600 830 837 1.716 11 1_ Principal Arterial 1600 45 601 837 830 1.716 11 1 Principal Arterial 1600 45 602 841 842 0.091 11 1 Major Arterial 1700 45 603 840 844 0.053 10 1_ Collector / Local Road 800 15 604 844 840 0.053 10 1_ Collector / Local Road 800 15 605 847 848 0.204 11 1 Major Arterial 1700 45 606 849 847 0.212 11 1 Major Arterial 1700 45 607 853 854 0.007 11 1_ Collector / Local Road 1250 40 608 853 855 0.064 11 1 Major Arterial 1250 45 609 855 856 0.007 11 1 Major Arterial 1250 45 610 856 855 0.007 11 1 Major Arterial 1250 45 611 858 859 0.167 11 1 Major Arterial 1250 45 612 859 858 0.167 11 1 Major Arterial 1250 45 613 862 849 0.997 12 1 Ramp 1500 35 614 846 863 1.716 11 1 Major Arterial 1250 55 615 863 846 1.716 _ 11 1 Major Arterial 1250 55 616 864 865 0.058 11 1 Minor Arterial 1700 40 617 865 864 0.058 11 1 Minor Arterial 1700 40 618 868 871 0.852 12 2 Freeway t 4100 50 619 875 874 0.3 12- 2 Freeway 1 4100 65 Page 10 of 100 Appendix C -Page11 of117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_____ _____ (ml) Width (ft) Lanes Rate (vehlhr) 620 874 876 0.03 12 2 Freeway 4100 60 621 879 878 0.567 12 1 Ramp 1500 35 622 880 881 0.219 12 1 Ramp 1500 35 623 1 878 884 0.295 1 11 1 Major Arterial 1700 45 624 884 878 0.295 11 1 Major Arterial 1700 45 625 884 880 0.151 __12 1 Ramp 1500 35 626 883 885 0.054 11 1 Major Arterial 1250 45 627 887 888 0.039 11 1 Minor Arterial 1700 40 628 888 887 0.039 _ 11 1 Minor Arterial 1700 40 629 889 880 0.075 12 1 Ramp 1500 35 630 884 889 0.309 11 1 Major Arterial 1700 45 631 889 884 0.309 11 1 Major Arterial 1700 45 632 882 883 1.214 12 1 Major Arterial 1200 35 633 883 882 1.214 12 1 Major Arterial 1200 35 634 891 890 0.162 11 1 Collector / Local Road 1700 40 635 887 890 0.03 _ 11 1 Minor Arterial 1700 40 636 890 887 0.03 _ 11 1 Minor Arterial 1700 40 637 890 892 0.038 _ 11 1 Minor Arterial 1700 40 638 892 890 0.038 11 1 Minor Arterial 1700 40 639 894 887 0.276 11 1 Collector / Local Road 1700 40 640 895 896 0.36 11 1 Ramp 1500 55 641 898 897 0.356 12 2 Freeway 4100 65 642 899 897 10.456 12 1 Ramp 1500 35 643 901 902 0.821 11 1 Ramp 1500 55 644 869 886 0.975 11 1 Collector / Local Road 1250 40 645 886 869 0.975 11 1 Collector / Local Road 1250 40 646 869 905 0.086 11 1 Collector / Local Road 1250 40 647 905 869 0.086 1l1 1 Collector / Local Road 1250 40 648 904 906 10.019 11 1 Major Arterial 1250 40 649 906 904 0.019 11 1 Major Arterial 1250 45 650 869 907 0.124 11 1 Collector /Local Road 1250 40 651 907 869 0.124 11 1 Collector / Local Road 1250 40 652 905 907 0.113 _ 11 1 Collector / Local Road 1250 40 653 907 905 0,113 _ 11 1 Collector /Local Road 1250 40 654 909 908 11.236 _ 11 1 Ramp 1500 55 655 415 903 0.095 11 1 Minor Arterial 1700 40 656 903 415 0.095 11 1 Minor Arterial 1700 40 657 907 917 1.484 11 1 Collector / Local Road 1250 40 658 917 907 _1.484 11 1 Collector /Local Road 1250 40 659 912 918 __1.603 11 1 Minor Arterial 1250 40 660 918 912 1.603 11 1 Minor Arterial 1250 40 661 918 919 0.062 11 2 Principal Arterial 3300 45 662 919 918 0.062 11 1 Principal Arterial 1600 45 663 917 920 0.332 11 1 Collector/ Local Road 1250 40 664 920 917 0.332 11 1 Collector /Local Road 1250 40 665 1 919 922 0.143 1_ 11 2 Principal Arterial 3300 45 666 922 919 0.143 _ 11 2 Principal Arterial 3300 45 667 922 923 0.63 _ 11 2 Principal Arterial 3300 45 668 923 922 0.63 _ 11 2 Principal Arterial 3300 45 669 927 926 0.134 _ 12 1 Ramp 1500 35 670 928 926 0.164 _ 11 1 Collector / Local Road 1700 40 671 930 925 10.293 _ 11 1 Collector / Local Road 1700 40 672 926 931 0.234 11 1 Collector / Local Road 1700 40 673 929 931 0.02 _ 11 1 Major Arterial 1700 40 674 931 929 0.02 11 1 Major Arterial 1700 40 675 931 932 0.024 12 1 Ramp 1500 35 676 929 932 0.025 12 1 Ramp 1500 35 677 931 933 10.066 11 1 Major Arterial 1700 45 678 933 931 0.066 11 1 Major Arterial 1 1700 45 679 934 930 0.176 12 1 Ramp 1500 35 680 932 935 0.163 12 1 Ramp 1500 1 35 681 937 933 0.228 12 1 Ramp 1500 35" Page 11 of 100 Appendix C - Page 12 of 117

Appendix C Limerick NGS AppedixNetwork LimrickNGSRoadway Data Table Lik Lin -Nde

-Noe

1. DNoe 1-Noe Length Lane(ft) Number Width Lanes of Roadway Type Ratraeio Floeh/hrmph Rate____________

682 938 930 0.249 11 1 Collector / Local Road 1700 40 683 933 938 0.022 11 1 Major Arterial 1700 45 684 938 933 0.022 11 1 Major Arterial 1700 45 685 1 941 942 0.006 1 11 1 Collector / Local Road 1700 40 686 942 941 0.006 11 1 Collector / Local Road 1700 40 687 935 944 0.675 12 4 Freeway 8200 55 688 945 942 0.098 11 1 Collector / Local Road 1700 40 689 941 946 0.1 11 1 Collector / Local Road 1700 40 690 949 947 0.206 11 1 Major Arterial 1700 45 691 950 953 0.178 11 1 Principal Arterial 1700 45 692 953 950 0.178 11 1 Principal Arterial 1700 45 693 954 956 0.026 11 1 Major Arterial 1700 50 694 956 954 0.026 11 1 Major Arterial 1700 50 695 958 959 10.228 10 1 Collector / Local Road 800 15 696 959 958 0,228 10 1 Collector / Local Road 800 15 697 960 956 0.052 12 1 Ramp 1500 35 698 960 954 0.044 12 1 Ramp 1500 35 699 957 958 0.172 10 1 Collector /Local Road 800 15 700 958 957 0.172 10 1 Collector / Local Road 800 15 701 961 960 0.165 1 12 1 Ramp 1500 35 702 951 962 0,228 12 1 Ramp 1500 35 703 962 966 1.194 12 2 Freeway 4100 55 704 970 971 0.007 11 1 Major Arterial 1250 50 705 973 969 0.024 11 1 Minor Arterial 1250 40 706 973 970 0.007 11 1 Collector / Local Road 1250 45 707 974 973 0.007 11 1 Major Arterial 1250 50 708 971 974 0.007 11 1 Collector / Local Road 1250 45 709 976 969 0.042 12 1 Ramp 1500 35 710 976 973 0.037 12 1 Ramp 1500 35 711 984 974 0.362 11 1 Major Arterial 1250 50 712 984 983 0.004 11 1 Principal Arterial 1600 45 713 983 985 0.009 11 1 Major Arterial 1250 50 714 978 985 0.183 11 2 Principal Arterial 3300 45 715 986 984 0.008 11 1 Major Arterial 1250 50 716 985 986 0.005 _ 11 1 Principal Arterial 1600 45 717 987 988 0.316 11 1 Major Arterial 1250 45 718 988 987 0.316 11 1 Major Arterial 1250 45 719 982 976 1.108 _ 12 1 Ramp 1500 35 720 985 989 0.188 _ 11 1 Major Arterial 1250 50 721 978 989 0.264 _ 11 1 Collector I Local Road 1250 45 722 989 987 0.339 _ 11 1 Major Arterial 1250 50 723 987 986 0.17 _ 11 1 Major Arterial 1250 50 724 979 991 0.088 _ 11 1 Collector / Local Road 1250 40 725 991 979 0.088 11 1 Collector/I Local Road 1250 40 726 988 992 0.989 11 1 Ramp 1500 45 1 727 1 993 988 0.608 1 12 1 Ramp 1500 35 728 974 994 1.208 12 1 Ramp 1500 35 729 979 995 0.348 11 1 Major Arterial 1250 45 730 995 979 0.348 11 1 Major Arterial 1250 45 731 995 996 0.051 11 1 Major Arterial 1700 45 732 996 995 0.051 11 1 Major Arterial 1700 45 733 998 997 0.208 12 1 Ram p 1500 3 734 997 996 0.051 12 1 Ramp 1500 35 735 997 999 0.017 12 1 Ramp 1500 35 736 996 999 0.042 11 1 Major Arterial 1250 45 737 999 996 0.042 11 1 Major Arterial 1250 45 738 1002 1001 0.726 12 1 Ramp 1500 35 739 999 1003 0.117 11 1 Major Arterial 1250 45 740 1003 999 0.117 11 1 Major Arterial 1250 45 741 1004 1005 0.148 12 1 Ramp 1500 35 742 1006 1007 10.217 12 1 Ramp 1500 35 73 1008 1006 0.653 1 12 1 Ramp 1500 3 Page 12 of 100 Appendix C - Page 13 of 117

Appendix C Limerick NGS AppedixNetwork LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- - ~~~(mi)Width (ft) Lanes ___________ Rate (vehlhr) -

744 999 1009 0.055 12 1 Ramp 1500 35 745 996 1009 0.064 12 1 Ramp 1500 35 746 1003 1004 0.03 12 1 Ramp 1500 35 747 11000 1011 1.146 1 12 1 Ramp 1500 35 748 1012 1004 0.051 12 1 Ramp 1500 35 749 1003 1012 0.04 11 1 Major Arterial 1250 45 750 1012 1003 0.04 11 1 Major Arterial 1250 45 751 1013 1003 0.059 12 1 Ramp 1500 35 752 1012 1014 0.054 11 1 Major Arterial 1250 45 753 1014 1012 0.054 11 1 Major Arterial 1250 45 754 1013 1014 0.137 12 1 Ramp 1500 35 755 1015 1016 0.009 11 1 Collector/ Local Road 1700 45 756 1016 1015 0.009 11 1_ Collector /Local Road 1700 45 757 1001 1016 10.329 11 1 Principal Arterial 1600 45 758 1000 1018 0.583 11 1 Minor Arterial 1250 40 759 1018 1000 0.583 11 1 Minor Arterial 1250 40 760 1019 1015 0.123 11 1 Principal Arterial 1700 45 761 1020 1013 0.149 12 1 Ramp 1500 35 762 1009 1021 0.172 12 1 Ramp 1500 355 763 1026 1027 0.029 11 1 Minor Arterial 1700 40 764 1027 1026 0.029 11 1 Minor Arterial 1700 40 765 1026 1028 0.02 11 1_ Collector I Local Road 1700 40 766 1028 1026 0.02 11 1_ Collector / Local Road 1700 40 767 1027 1028 0.027 11 1 Major Arterial 1700 45 768 1028 1027 0.027 1 11 1 Major Arterial 1700 45 769 1028 1029 0.098 11 1 Major Arterial 1700 45 770 1029 1028 0.098 11 1 Major Arterial 1700 45 771 1021 1030 1.273 12 4 Freeway 8200 55 772 1032 1031 0.166 11 1 Principal Arterial 1600 45 773 1033 1031 0.229 11 1 Collector / Local Road 1250 45 774 1032 1033 0.057 11 2 1 Principal Arterial 3300 45 775 1033 1032 0.057 11 2 Principal Arterial 3300 45 776 1033 1034 0.205 11 2 Principal Arterial 3300 45 777 1034 1033 0.205 11 2 Principal Arterial 3300 45 778 1035 1036 0.153 11 2 Principal Arterial 3300 45 779 1036 1035 0.153 11 2 Principal Arterial 3300 45 780 1043 1044 0.124 11 1 Principal Arterial 1700 45 781 1044 1043 0.124 11 1_ Principal Arterial 1700 45 782 1044 1045 0.148 11 1_ Principal Arterial 1700 45 783 1047 1044 0.149 11 1_ Principal Arterial 1700 45 784 1045 1047 0.007 11 1_ Collector / Local Road 1700 45 785 1047 1045 0.007 11 1 Collector /Local Road 1700 45 786 1049 1050 0.076 _ 12 1 Ramp 1500 35 787 1051 1052 0.007 11 1 Collector / Local Road 1700 45 788 1052 1051 0.007 11 1 Collector / Local Road 1700 45 789 1053 1054 0.145 _ 11 1 Major Arterial 1700 45 790 1052 1053 0.182 _ 11 1 Major Arterial 1700 45 791 1056 1055 0.26 _ 12 1 Ramp 1500 35 792 1062 1063 0.047 11 1 Collector /Local Road 1700 45 793 1063 1062 0.047 11 1 Collector /Local Road 1700 45 794 1062 1064 0.067 11 2 Principal Arterial 3700 50 795 1070 1071 0.019 11 1 Minor Arterial 1700 40 796 1071 1070 0.019 _ 11 1 Minor Arterial 1700 40 797 1070 1073 0.024 _ 11 1 Collector / Local Road 1700 40 798 1073 1070 0.024 11 1 Collector / Local Road 1700 40 799 1073 1075 0.168 _ 12 1 Ramp 1500 35 800 1072 1076 0.101 _ 11 1 Principal Arterial 1600 45 801 1073 1077 0.071 11 1 Collector /Local Road 1250 40 802 1077 1073 0.071 11 1 Collector /Local Road 1250 40 803 1079 1078 0.198 12 1 Ramp 1500 35 804 11076 1077 0.175 1 12 1 1 Ramp 1500 35 805 1 1078 1080 0.027 1111 1 Collector /Local Road 1700 40 Page 13 of 100 Appendix C - Page 14 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Ln#-oUoe (mi) Width (ft) Lanes Rate (veh/hr) FFS_(mph 806 1081 1082 0.155 11 1 Collector / Local Road 1250 40 807 1077 1083 0.101 12 1 Ramp 1500 35 808 1084 1080 0.096 11 1 Major Arterial 1700 45 809 1078 1084 0.107 11 1 Minor Arterial 1700 40 810 1087 1089 0.076 11 1 Collector / Local Road 1700 40 811 1089 1087 0.076 11 1 Collector / Local Road 1700 40 812 1094 1096 0.166 11 1 Principal Arterial 1600 45 813 1096 1094 0.166 11 1 Principal Arterial 1600 45 814 1092 1097 0.702 11 1 Collector / Local Road 1250 40 815 1097 1092 0.702 11 1 Collector / Local Road 1250 40 816 1099 1100 0.103 11 1 Collector/Local Road 1700 40 817 1100 1099 0.103 11 1 Collector / Local Road 1700 40 818 1100 1101 0.043 11 1 Collector / Local Road 1700 40 819 1101 1100 0.043 11 1 Collector / Local Road 1700 40 820 1102 1101 0.099 11 1 Collector / Local Road 1700 40 821 1100 1102 0.07 11 1 Minor Arterial 1700 40 822 1102 1100 0.07 11 1 Minor Arterial 1700 40 823 1099 1102 0.099 11 1 Collector / Local Road 1700 40 824 1098 1105 0.472 11 1 Minor Arterial 1700 40 825 1105 1098 0.472 11 1 Minor Arterial 1700 40 826 1107 1106 0.041 10 1 Collector / Local Road 800 15 827 1107 1108 0.026 11 2 Principal Arterial 3300 45 828 1108 1107 0.026 11 2 Principal Arterial 3300 45 829 1106 1108 0.025 12 1 Minor Arterial 1700 35 830 1108 1106 0.025 12 1 Minor Arterial 1700 35 831 1108 1109 0.022 11 2 Principal Arterial 3300 45 832 1109 1108 0.022 11 2 Principal Arterial 3300 45 833 1106 1109 0.031 10 1 Collector/Local Road 800 15 834 1110 1107 0.032 10 1 Collector / Local Road 800 15 835 1108 1110 0.024 12 1 Minor Arterial 1700 35 836 1110 1108 0.024 12 1 Minor Arterial 1700 35 837 1109 11110 0.037 10 1 Collector/Local Road 800 15 838 1107 1111 0.212 11 2 Principal Arterial 3300 45 839 1111 1107 0.212 11 2 Principal Arterial 3300 45 840 1112 1111 0.339 12 1 Ramp 1500 35 841 1111 1113 0.27 12 1 Ramp 1500 35 842 1109 1115 1.114 11 2 Principal Arterial 3300 45 843 1115 1109 1.114 11 2 Principal Arterial 3300 45 844 1115 1116 0.134 12 1 Ramp 1500 35 845 1115 1118 0.156 11 2 Principal Arterial 3300 45 846 1118 1115 0.156 11 2 Principal Arterial 3300 45 847 1116 1119 0.096 11 1 Minor Arterial 1700 40 848 1119 1116 0.096 11 1 Minor Arterial 1700 40 849 1121 1122 0.17 12 1 Ramp 1500 35 850 1120 1121 0.048 12 1 Ramp 1500 35 851 1123 1121 0.027 12 1 Ramp 1500 35 852 1124 1123 0.021 12 1 Ramp 1500 35 853 1123 1125 0.028 11 1 Minor Arterial 1700 40 854 1125 1123 0.028 11 1 Minor Arterial 1700 40 855 1124 1125 0.034 12 1 Ramp 1500 35 856 1126 1124 0.11 12 1 Ramp 1500 35 857 1125 1127 0.092 11 1 Minor Arterial 1700 40 858 1127 1125 0.092 11 1 Minor Arterial 1700 40 859 1117 1128 0.175 12 1 Ramp 1500 35 860 1129 1130 0.161 12 1 Ramp 1500 35 861 1119 1118 0.282 12 1 Ramp 1500 35 862 1127 1129 0.048 12 1 Ramp 1500 35 863 1131 1129 0.027 12 1 Ramp 1500 35 864 1128 1131 0.055 12 1 Ramp 1500 35 865 1128 1132 0.116 12 1 Ramp 1500 35 866 1133 1134 0.175 12 1 Ramp 1500 35 867 1137 1133 0.071 12 1 Ramp 1500 35 Page 14 of 100 Appendix C - Page 15 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Link # UN U-NodemD)-Node Length Width Lanes of Lane(ft) Number Roadway Type Satattio FlowFFS mh SaturaionFowr) mph 868 1135 1138 0.017 11 1 Collector /Local Road 1700 40 869 1135 1139 0.031 11 1 Major Arterial 1700 45 870 1139 1135 0.031 11 1 Major Arterial 1700 45 871 11139 1138 0.035 1 11 2 Principal Arterial 3300 45 872 1137 1140 0.052 11 2 Principal Arterial 3300 45 873 1140 __1133 0.042 12 1 Ramp 1500 35 874 1141 1134 0.181 12 3 Freeway 6150 45 875 1139 __1142 0.017 11 1 Major Arterial 1700 45 876 1142 __1139 0.017 11 1 Major Arterial 1700 45 877 1143 __1140 0.007 11 1 Collector / Local Road 1700 45 878 1140 __1144 0.057 11 2 Principal Arterial 3300 45 879 1141 1144 0.188 12 1 Ramp 1500 35 880 1144 1145 0.075 11 2 Principal Arterial 3300 45 881 1149 1148 0.008 12 2 Freeway 4100 45 882 1150 1151 0.047 11 2 Major Arterial 3200 45 883 1150 1145 0.007 11 1 Collector /Local Road 1700 40 884 1152 1150 0.004 11 2 Major Arterial 3200 45 885 1145 __1152 0.007 11 1 Collector /Local Road 1700 45 886 1155 1154 0.022 11 1 Major Arterial 1700 45 887 1156 1151 0.061 12 1 Ramp 1500 35 888 1156 __1150 0.029 12 1 Ramp 1500 35 889 1152 1157 0.048 12 1 Ram p 1500 35 890 1154 1157 0.081 12 1 Ramp 1500 35 891 1148 __1156 0.123 12 1 Ramp 1500 35 892 1159 __1153 0.177 11 1 Minor Arterial 1700 40 893 1160 1162 0.025 11 1 Major Arterial 1700 45 894 1163 1136 0.25 12 1 Ramp 1500 35 895 1159 1160 0.065 11 1 Collector/ Local Road 1700 40 896 1160 1159 0.065 11 1 Collector/ Local Road 1700 40 897 1157 1164 0.183 12 1 Ramp 1500 35 898 1168 1169 0.067 11 1 Major Arterial 1700 45 899 1169 1168 0.067 11 1 Major Arterial 1700 45 900 1172 __1171 0.167 12 1 Ramp 1500 35 901 1172 __1173 0.365 12 2 Freeway 4100 45 902 1171 1174 0.075 11 1 Collector /Local Road 1700 40 903 1174 1171 0.075 11 1 Collector /Local Road 1700 40 904 1174 1170 0.211 12 1 Ramp 1500 35 905 1171 1173 0.205 12 1 Ramp 1500 35 906 1176 1174 0.2 12 1 Ramp 1500 35 907 1173 1177 0.158 12 2 Freeway 4100 45 908 1178 1176 0.159 12 2 Freeway 4100 45 909 1179 1180 0.164 12 1 Ramp 1500 35 910 1182 1183 0.239 11 2 Ramp 3000 45 911 1181 1182 0.032 11 1 Major Arterial 1700 45 912 1182 1181 0.032 11 1 Major Arterial 1700 45 913 1182 1184 0.018 11 2 Major Arterial 3200 45 914 1184 1182 0.018 11 2 Major Arterial 3200 45 915 1184 1185 0.075 11 2 Principal rterial 3300 45 916 1186 1187 0.117 11 2 Major Arterial 3200 45 917 1187 1186 0.117 11 2 Major Arterial 3200 45 918 666 667 0.044 12 2 Principal Arterial 2750 30 919 667 666 0.044 12 2 Freeway 2750 30 920 664 666 0.054 11 1 Major Arterial 1700 45 921 663 667 0.253 12 2 Principal Arterial 2750 30 922 667 663 0.253 12 2 Principal Arterial 2750 30 923 418 1190 0.035 11 1 Minor Arterial 1700 40 924 1190 418 0.035 11 1 Minor Arterial 1700 40 925 419 1190 0.021 _ 11 1 Collector/ Local Road 1700 40 926 1190 419 0.021 _ 11 1 Collector /Local Road 1700 40 97 752 756 0.201 11 1 Minor Arterial 1700 40 98 756 752 0.201 11 1 1 Minor Arterial 1700 40 99 558 11191 0.278 11 1 1 Major Arterial 1700 45 Page 15 of 100 Appendix C -Page 16 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- _______ mi) Width (ft) Lanes ___________ Rate (veh/hr) 930 1191 558 0.278 11 1 Major Arterial 1700 45 931 187 191 0.023 12 1 Ramp 1500 35 932 1196 188 0.149 12 1 Ramp 1500 35 933 1 176 187 0.017 1 11 1 Minor Arterial 1700 40 934 187 176 0.017 11 1 Minor Arterial 1700 40 935 188 176 0.029 12 1 Ramp 1500 35 936 176 191 0.032 12 1 Ramp 1500 35 937 427 438 0.025 11 1 Major Arterial 1700 45 938 438 427 0.025 11 1 Major Arterial 1700 45 939 438 435 0.042 11 1 Collector / Local Road 1700 40 940 435 428 0.024 11 1 Collector / Local Road 1700 40 941 426 526 0.35 12 1 Ramp 1500 35 942 526 438 0.027 12 1 Ramp 1500 35 943 448 450 0.035 11 1 Principal Arterial 1700 45 944 450 448 0.035 11 1 Principal Arterial 1700 45 945 448 451 0.021 11 1 Collector / Local Road 1700 40 946 451 450 0.026 11 1 Collector /Local Road 1700 40 947 700 707 2.063 11 1 Major Arterial 1700 40 948 707 700 2.063 11 1 Major Arterial 1700 40 949 1082 1070 0.024 10 1 Collector / Local Road 800 15 950 1082 1071 0.035 11 1 Collector / Local Road 1700 40 951 990 1198 10.609 10 1 Collector / Local Road 800 15 952 1198 990 0.609 10 1 Collector / Local Road 800 15 953 342 343 0.02 11 1 Collector / Local Road 1700 40 954 1202 525 0.142 12 1 Ramp 1500 35 955 603 604 0.065 11 1 Collector /Local Road 1250 40 956 604 603 0.065 11 1 Collector /Local Road 1250 40 957 597 604 10.347 11 1 Collector/I Local Road 1250 40 958 597 603 0.346 11 1 Major Arterial 1250 45 959 603 597 0.346 11 1 Major Arterial 1250 45 960 386 1203 0.034 11 1 Collector / Local Road 1700 40 961 1203 386 0.034 11 1 Collector / Local Road 1700 40 962 1204 391 0.175 11 2 Major Arterial 3200 45 963 390 1204 0.007 11 1 Major Arterial 1700 45 964 1204 390 0.007 11 1 Major Arterial 1700 45 965 352 355 0.052 11 2 Major Arterial 2700 50 966 355 352 0.052 11 2 Major Arterial 2700 50 967 355 353 0.032 11 1 Minor Arterial 1700 40 968 808 810 10.113 11 1 Collector /Local Road 1700 40 969 1206 1207 0.201 12 2 Freeway 4100 65 970 1208 1209 0.058 11 1 Major Arterial 1700 45 971 1210 1208 0.21 11 2 Major Arterial 3200 45 972 1213 1212 0.089 11 2 Principal Arterial 3700 50 973 1207 1215 0.126 11 1 Ram p 1500 55 974 1215 1212 0.052 11 1 Ramp 1500 55 975 1212 1216 0.008 11 1 Collector /Local Road 1700 45 976 1212 1217 0.057 11 2 Principal Arterial 3700 50 977 1215 1217 0.081 11 1 Ramp 1500 55 978 1210 1211 0.268 11 1 Ramp 1500 55 979 1218 1219 0.05 11 2 Principal Arterial 3700 50 980 1217 1218 0.052 11 2 PrncpaArterial 3700 50 981 1220 1208 0.311 12 1 Ram p 1500 35 982 1221 1222 0.031 12 1 Ramp 1500 35 983 1221 1223 0.022 12 1 Ramp 1500 35 984 1222 1223 0.017 11 1 Minor Arterial 1700 40 985 1223 1222 0.017 11 1 Minor Arterial 1700 40 986 1225 1224 0.019 12 1 Ramp 1500 35 987 1223 1225 0.008 11 1 Major Arterial 1700 50 988 1225 1223 0.008 11 1 1 Major Arterial 1700 50 99 1226 1224 0.028 12 1 Ramp 1500 35 90 1225 1226 0.027 11 1 Major Arterial 1700 50 91 1226 11225 0.027 11 1 Major Arterial 1700 50 Page 16 of 100 Appendix C - Page 17 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S (mi) Width (ft) Lanes Rate (veh/hr) 992 1214 1227 0.16 12 2 Freeway 4100 65 993 1224 1228 0.172 12 1 Ramp 1500 35 994 1229 1230 0.039 11 1 Minor Arterial 1700 40 995 1229 1231 0.009 1 11 1 Collector / Local Road 1700 40 996 1226 1232 0.049 11 1 Major Arterial 1700 50 997 1232 1226 0.049 11 1 Major Arterial 1700 50 998 1233 1221 0.204 12 1 Ramp 1500 35 999 1233 1228 0.102 12 2 Freeway 4100 65 1000 1234 1230 0.06 12 1 Ramp 1500 35 1001 1234 1229 0.03 12 1 Ramp 1500 35 1002 1232 1235 0.023 11 1 Major Arterial 1700 50 1003 1235 1232 0.023 11 1 Major Arterial 1700 50 1004 1235 1236 0.019 12 1 Ramp 1500 35 1005 1232 1236 0.03 12 1 Ramp 1500 35 1006 1237 1229 0.093 11 1 Minor Arterial 1700 40 1007 1235 1238 0.012 11 1 Major Arterial 1700 50 1008 1238 1235 0.012 11 1 Major Arterial 1700 50 1009 1239 1238 0.016 12 1 Ramp 1500 35 1010 1236 1227 0.176 12 1 Ramp 1500 35 1011 1214 1239 0.208 12 1 Ramp 1500 35 1012 1238 1240 0.019 11 1 Major Arterial 1700 50 1013 1240 1238 0.019 11 1 Major Arterial 1700 50 1014 1239 1240 0.027 12 1 Ramp 1500 35 1015 1242 1241 0.124 11 1 Minor Arterial 1700 40 1016 1237 1243 0.236 12 1 Ramp 1500 35 1017 1244 1234 0.227 12 1 Ramp 1500 35 1018 1245 1246 0.214 12 1 Ramp 1500 35 1019 1241 1248 0,146 12 1 Ramp 1500 35 1020 1241 1250 0.035 11 1 Minor Arterial 1700 40 1021 1251 1250 0.03 12 1 Ramp 1500 35 1022 1250 1252 0.008 11 1 Collector / Local Road 1700 40 1023 1250 1253 0.012 11 1 Minor Arterial 1700 40 1024 1251 1253 0.03 12 1 Ramp 1500 35 1025 1255 1256 0.08 11 1 Minor Arterial 1700 40 1026 1257 1247 0.288 12 1 Ramp 1500 35 1027 1257 1258 0.084 11 1 Major Arterial 1250 50 1028 1258 1257 0.084 11 1 Major Arterial 1250 50 1029 1259 1260 0.513 12 1 Ramp 1500 35 1030 1249 1258 0.292 12 1 Ramp 1500 35 1031 1261 1262 0.198 12 1 Ramp 1500 35 1032 1264 1263 0.579 12 2 Freeway 4100 65 1033 1265 1263 0.319 12 1 Ramp 1500 35 1034 1268 1269 0.085 12 2 Freeway 4100 55 1035 1269 1268 0.085 12 2 Freeway 4100 55 1036 1270 1271 0.009 11 1 Minor Arterial 1700 40 1037 1271 1270 0.009 11 1 Minor Arterial 1700 40 1038 1273 1274 0.206 11 1 Major Arterial 1250 45 1039 1274 1273 0.206 11 1 Major Arterial 1250 45 1040 1278 1279 0.024 11 1 Principal Arterial 1600 55 1041 1279 1278 0.024 11 2 Principal Arterial 3300 45 1042 1280 1281 0.052 11 1 Major Arterial 1250 45 1043 1281 1280 0.052 11 1 Major Arterial 1250 45 1044 1282 1280 0.078 11 1 Collector / Local Road 1250 40 1045 1281 1282 0.043 11 2 Principal Arterial 3300 45 1046 1282 1281 0.043 11 2 Principal Arterial 3300 45 1047 1283 1284 0.042 11 1 Principal Arterial 1600 40 1048 1284 1283 0.042 11 1 Principal Arterial 1600 40 1049 1286 1285 0.361 11 2 Major Arterial 3200 45 1050 1285 1287 0.256 12 1 Ramp 1500 35 1051 1289 1288 0.191 12 1 Ramp 1500 35 1052 1290 1291 0.146 11 1 Minor Arterial 1700 40 1053 1291 1290 0.146 11 1 Minor Arterial 1700 40 Page 17 of 100 Appendix C - Page 18 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Lin # U-Node D-Node i(mi) Width (ft) Lanes Rate (vehlhr) -

1054 1292 1293 0.063 12 1 Ramp 1500 35 1055 1290 1292 0.055 11 1 Minor Arterial 1700 40 1056 1292 1290 0.055 11 1 Minor Arterial 1700 40 1057 1294 1290 0.178 12 1 Ramp 1500 35 1058 1296 1297 0.224 11 2 Principal Arterial 3700 55 1059 1299 1300 0.082 11 1 Minor Arterial 1700 40 1060 1300 1299 0.082 11 1 Minor Arterial 1700 40 1061 1301 1302 0.518 12 1 Ramp 1500 35 1062 1299 1303 0.337 11 1 Minor Arterial 1700 40 1063 1303 1299 0.337 11 1 Minor Arterial 1700 40 1064 1305 1304 0.307 12 1 Ramp 1500 35 1065 1304 1303 0.069 12 1 Ramp 1500 35 1066 1306 1307 0.075 11 1 Minor Arterial 1700 40 1067 1307 1306 0.075 11 1 Minor Arterial 1700 40 1068 1306 1308 0.079 11 1 Minor Arterial 1700 40 1069 1308 1306 0.079 11 1 Minor Arterial 1700 40 1070 1304 1308 0.198 12 1 Ramp 1500 35 1071 1310 1309 0.382 12 1 Ramp 1500 35 1072 1312 1313 0.03 11 1 Major Arterial 1700 45 1073 1314 1312 0.025 11 1 Major Arterial 1700 45 1074 1313 1314 0.015 11 1 Minor Arterial 1700 40 1075 1314 1313 0.015 11 1 Minor Arterial 1700 40 1076 1316 1317 0.055 11 1 Major Arterial 1700 45 1077 1317 1316 0.055 11 1 MajorArterial 1700 45 1078 1320 1321 0.25 11 1 Major Arterial 1700 45 1079 1321 1320 0.25 11 1 Major Arterial 1700 45 1080 1322 1320 0.048 11 1 Major Arterial 1700 45 1081 1322 1323 0.029 11 1 Collector / Local Road 1700 40 1082 1320 1323 0.048 11 1 Major Arterial 1700 45 1083 1324 1322 0.078 11 1 Major Arterial 1700 45 1084 1323 1325 0.07 11 1 Major Arterial 1700 45 1085 1325 1324 0.053 11 1 Collector / Local Road 1700 40 1086 1325 1326 0.132 12 1 Ramp 1500 35 1087 1327 1324 0.232 11 2 Ramp 3000 40 1088 1329 1328 0.031 12 1 Ramp 1500 35 1089 1329 1330 0.032 11 1 Minor Arterial 1700 40 1090 1330 1329 0.032 11 1 Minor Arterial 1700 40 1091 1330 1328 0.023 12 1 Ramp 1500 35 1092 1328 1331 0.135 12 1 Ramp 1500 35 1093 1330 1332 0.055 11 1 Minor Arterial 1700 40 1094 1332 1330 0.055 11 1 Minor Arterial 1700 40 1095 1333 1332 0.13 12 1 Ramp 1500 35 1096 1335 1334 0.572 11 1 Ramp 1500 55 1097 1336 1334 0.355 11 1 Ramp 1500 55 1098 1337 1338 0.267 11 1 Ramp 1500 55 1099 1337 1339 0.658 11 1 Ramp 1500 55 1100 1334 1340 0.149 12 2 Freeway 4100 60 1101 1341 1337 0.206 12 2 Freeway 4100 60 1102 1340 1342 0.147 12 1 Ramp 1500 35 1103 1342 1343 0.025 12 1 Ramp 1500 35 1104 1342 1344 0.024 12 1 Ramp 1500 35 1105 1343 1344 0.025 11 1 Major Arterial 1250 45 1106 1344 1343 0.025 11 1 Major Arterial 1250 45 1107 1345 1341 0.136 12 1 Ramp 1500 35 1108 1346 1345 0.022 12 1 Ramp 1500 35 1109 1344 1346 0.09 11 1 Major Arterial 1250 45 1110 1346 1344 0.09 11 1 Major Arterial 1250 45 1111 1347 1345 0.03 12 1 Ramp 1500 35 1112 1346 1347 0.023 11 1 Major Arterial 1250 45 1113 1347 1346 0.023 11 1 Major Arterial 1250 45 1114 1347 1348 0.037 11 1 Major Arterial 1250 45 1115 1348 1347 0.037 11 1 Major Arterial 1250 45 Page 18 of 100 Appendix C - Page 19 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length m Lane(ft) Number Width Lanes of Roadway Type S Rate ration Flow FFS (mph)

(vehlhr) 1116 1349 1348 0.034 12 1 Ramp 1500 35 1117 1349 1347 0.038 12 1 Ramp 1500 35 1118 1350 1351 0.066 11 2 Major Arterial 3200 45 1119 1351 1350 0.066 11 2 Major Arterial 3200 45 1120 1340 1352 0.441 12 2 Freeway 4100 60 1121 1344 1352 0.276 12 1 Ramp 1500 35 1122 1353 1349 0.264 12 1 Ramp 1500 35 1123 1354 1355 0.582 11 1 Major Arterial 1250 55 1124 1357 1358 0.014 11 2 MajorArterial 3200 45 1125 1358 1357 0.014 11 2 Major Arterial 3200 45 1126 1359 1357 0.012 12 1 Ramp 1500 35 1127 1360 1361 0.019 11 1 Major Arterial 1250 45 1128 1361 1360 0.019 11 1 Major Arterial 1250 45 1129 1365 1366 0.132 12 1 Ramp 1500 35 1130 1365 1367 0.006 11 1 Major Arterial 1250 45 1131 1367 1365 0.006 11 1 Major Arterial 1250 45 1132 1368 1367 0.147 12 1 Ramp 1500 35 1133 1368 1366 0.203 12 2 Freeway 4100 60 1134 1375 1376 0.022 11 2 Principal Arterial 3300 45 1135 1376 1375 0.022 11 2 Principal Arterial 3300 45 1136 1375 1377 0.005 11 2 Ramp 3000 40 1137 1377 1375 0.005 11 2 Ramp 3000 40 1138 1244 1243 0.211 12 2 Freeway 4100 65 1139 1380 1354 0.336 11 2 Major Arterial 3600 55 1140 1332 1381 0.061 11 1 Minor Arterial 1700 40 1141 1381 1332 0.061 11 1 Minor Arterial 1700 40 1142 1284 1382 0.042 11 1 Collector / Local Road 1250 45 1143 1283 1382 0.014 11 1 Major Arterial 1250 45 1144 1382 1283 0.014 11 1 Major Arterial 1250 45 1145 1383 1384 0.016 11 1 Minor Arterial 1250 40 1146 1384 1383 0.016 11 1 Minor Arterial 1250 40 1147 1385 1383 0.024 11 1 Collector / Local Road 1250 40 1148 1384 1385 0.016 11 2 Principal Arterial 3300 45 1149 1385 1384 0.016 11 2 Principal Arterial 3300 45 1150 1384 1386 0.016 11 2 Principal Arterial 3300 45 1151 1386 1384 0.016 11 2 Principal Arterial 3300 45 1152 1383 1386 0.025 11 1 Collector / Local Road 1250 40 1153 1389 1388 0.022 10 1 Collector / Local Road 800 15 1154 1389 1390 0.076 11 2 Principal Arterial 3700 55 1155 1391 1392 0.286 11 1 Ramp 1500 55 1156 1393 1394 0.028 11 1 Principal Arterial 1600 45 1157 1394 1393 0.028 11 1 Principal Arterial 1600 45 1158 1396 1395 0.248 11 1 Ramp 1500 55 1159 1396 1397 0.429 11 1 Ramp 1500 55 1160 1398 1392 0.398 11 1 Ramp 1500 55 1161 1398 1397 0.201 12 2 Freeway 4100 65 1162 1399 1400 0.172 12 1 Ramp 1500 35 1163 1402 1401 0.146 12 1 Ramp 1500 35 1164 1393 1402 0.035 12 1 Ramp 1500 35 1165 1394 1402 0.017 12 1 Ramp 1500 35 1166 1360 1403 0.024 12 1 Ramp 1500 35 1167 1357 1361 0.007 11 1 Major Arterial 1250 45 1168 1361 1357 0.007 11 1 Major Arterial 1250 45 1169 1361 1403 0.01 12 1 Ramp 1500 35 1170 1404 1359 0.354 12 1 Ramp 1500 35 1171 1359 1358 0.018 12 1 Ramp 1500 35 1172 1306 1310 0.087 12 1 Ramp 1500 35 1173 1303 1307 0.047 11 1 Minor Arterial 1700 40 1174 1307 1303 0.047 11 1 Minor Arterial 1700 40 1175 1307 1310 0.084 12 1 Ramp 1500 35 1176 1302 1299 0.087 12 1 Ramp 1500 35 1177 1302 1300 0.052 12 1 Ramp 1500 35 Page 19 of 100 Appendix C - Page 20 of 117

Appendix C Limerick NGS Roadway Network Data Table Link 9 U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- UN Do (mi) Width (ft) Lanes Rate (vehlhr) 1178 1298 1300 0.025 11 1 Minor Arterial 1700 40 1179 1300 1298 0.025 11 1 Minor Arterial 1700 40 1180 1287 1289 0.024 12 1 Ramp 1500 35 1181 1291 1289 0.032 12 .1 Ramp 1500 35 1182 1293 1405 0.196 12 1 Ramp 1500 35 1183 1290 1293 0.024 12 1 Ramp 1500 35 1184 1406 1407 0.167 12 2 Freeway 4100 65 1185 1209 1408 0.068 11 1 Major Arterial 1700 45 1186 1216 1409 0.058 11 1 Ramp 1500 55 1187 1219 1216 0.059 11 2 Principal Arterial 3700 50 1188 1219 1409 0.099 11 1 Ramp 1500 55 1189 1242 1410 0.207 12 1 Ramp 1500 35 1190 1256 1411 0.301 12 1 Ramp 1500 35 1191 1256 1252 0.059 11 1 Minor Arterial 1700 40 1192 1261 1412 0.402 12 2 Freeway 4100 65 1193 1413 1412 0.552 12 1 Ramp 1500 35 1194 1413 1260 0.053 11 2 Principal Arterial 3300 45 1195 226 230 0.025 11 1 Principal Arterial 1700 45 1196 230 226 0.025 11 1 Principal Arterial 1700 45 1197 230 227 0.187 11 1 Collector / Local Road 1700 40 1198 213 1418 0.062 11 1 Collector / Local Road 1700 40 1199 1418 213 0.062 11 1 Collector / Local Road 1700 40 1200 213 214 0.009 11 1 Principal Arterial 1700 45 1201 214 213 0.009 11 1 Principal Arterial 1700 45 1202 214 1418 0.109 11 1 Collector/Local Road 1700 40 1203 1030 1200 0.111 11 1 Ramp 1500 55 1204 1054 1051 0.033 11 1 Major Arterial 1700 45 1205 1051 1056 0.026 12 1 Ramp 1500 35 1206 1054 1056 0.029 11 1 Minor Arterial 1700 40 1207 1419 1420 0.306 11 1 Ramp 1500 55 1208 1063 1422 1421 1051 0.232 0.299 11 12 11 Ramp Ramp 1500 1500 55 35 1209 1210 1423 1199 0.227 12 1 Ramp 1500 35 1211 1047 1423 0.014 12 1 Ramp 1500 1700 35 45 11 1 Principal Arterial 1424 1047 0.014 1500 35 1212 1 Ramp 1423 0.017 12 1213 1424 4100 60 12 2 Freeway 1421 1422 1.612 4100 60 1214 Freeway 0.262 12 2 1215 1419 1426 1700 45 0.011 11 _ _1 Collector/Local Road 3700 50 1216 1062 1066 Principal Arterial

/Local Road 1700 45 11 21 Collector 1066 1062 0.011 0.069 1217 1420 1218 1064 55 Ramp 1500 55 0.25 11 1 1500 1064 1426 1700 45 1219 0.011 11 1 CollectorRamp

/Local Road 1220 1420 1427 0.307 1427 1428 1221 1500 35 1 Ramp 1600 45 1429 0.089 12 35 1222 925 PrincipalArterial Ramp 1500 45 0.097 12 11 11 1600 1223 1050 1430 0.556 Princi2al Arterial 1039 1432 1 1250 40 1224 11 1432 1039 0.556 1 Collector / Local Road 1250 40 1225 11 1380 1435 0.158 1 Collector/ Local Road 1700 45 1226 11 1380 0.158 1 Principal Arterial 45 1227 1435 11 1700 1437 0.18 PrincipalArterial 45 1228 458 11 1 1250 458 0.18 Ma Arterial jor 45 1229 1437 11 1 1250 1438 0.048 Ma Arterial jor 50 1230 1400 11 1 3700 1438 1400 0.048 2 Principal Arterial 50 1231 11 3700 1420 1439 0.059 2 Principal Arterial 15 1232 11 800 1440 1427 0.062 1 Collector/ Local Road 800 15 1233 10 1439 1440 0.011 1 Collector / Local Road 1700 45 1234 10 1439 0.011 1 Principal Arterial 45 1235 1440 11 1700 208 1441 0.028 1 Principal Arterial 1700 45 1238 11 1441 208 0.028 1 Principal Arterial 45 1237 11 1700 205 1441 0.073 1 Principal Arterial 1238 0.073 11 144 01 205 1239 Page 20 of 100 Appendix C - Page 21 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (mi) Width (ft) Lanes Rate________

(vjeh/hr) 1240 1399 1442 0.175 12 1 Freeway 2050 55 1241 1442 1438 0.297 12 1 Ramp 1500 35 1242 1400 1443 0.037 11 1 Major Arterial 1250 45 1243 11443 1400 0.037 1 11 1 Major Arterial 1250 45 1244 1442 1444 0.35 12 2 Freeway 4100 60 1245 1443 1445 0.017 12 1 Rap1500 35 1246 1443 1446 0.023 11 1 Major Arterial 1250 45 1247 1446 1443 0.023 11 1 Major Arterial 1250 45 1248 1446 1445 10.032 12 1 Ramp 1500 35 1249 1445 1444 0.431 12 1 Ramp 1500 35 1250 893 1447 0.111 _ 11 1 Major Arterial 1250 40 1251 1447 893 0.111 _ 11 1 Major Arterial 1250 40 1252 870 1447 0.213 11 1 Major Arterial 1700 40 1253 1447 870 0.213 11 1 Major Arterial 1700 40 1254 701 1449 0.163 1 11 1 Collector / Local Road 1250 40 1255 1449 701 0.163 11 1 Collector /Local Road 1250 40 1256 980 1450 0.021 11 1 Collector / Local Road 1700 40 1257 980 1451 0.017 11 1 Minor Arterial 1700 40 1258 1451 980 0.017 11 1 Minor Arterial 1700 40 1259 1450 1451 0.015 11 1 Collector /Local Road 1700 40 1260 1451 1450 0.015 11 1 Collector /Local Road 1700 40 1261 856 854 0.062 11 1 Major Arterial 1250 45 1262 502 1452 0.057 11 3 Major Arterial 3700 40 1263 416 420 0.334 11 1 Collector / Local Road 1700 40 1264 420 416 0.334 11 1 Collector / Local Road 1700 40 1265 733 1457 0.886 11 2 Principal Arterial 3300 45 1266 1457 733 0.886 11 2 Principal Arterial 3300 45 1267 1456 1457 0.114 11 1 Principal Arterial 1700 45 1268 1457 1456 0.114 11 1 Principal Arterial 1700 45 1269 1456 1458 0.099 11 1 Collector / Local Road 1700 40 1270 1458 1456 0.099 11 1 Collector / Local Road 1700 40 1271 1457 1458 0.085 11 1 Minor Arterial 1700 40 1272 1459 1460 10.155 11 1 Minor Arterial 1700 40 1273 1460 1459 0.155 11 1 Minor Arterial 1700 40 1274 924 928 0.158 11 1 Collector / Local Road 1700 40 1275 928 924 0.158 11 1 Collector / Local Road 1700 40 1276 1032 1432 0.315 11 2 Principal Arterial 3300 45 1277 1432 1032 0.315 11 2 Principal Arterial 3300 45 1278 1029 1432 0.444 11 1 Major Arterial 1250 45 1279 1432 1029 0.444 11 1 Major Arterial 1250 45 1280 971 983 0.361 11 __1 Major Arterial 1250 50 1281 1461 1186 0.032 11 1 Principal Arterial 1700 50 1282 1183 1462 0.023 11 2 Major Arterial 3200 45 1283 1463 1155 0.021 11 1 Major Arterial 1700 45 1284 1163 1464 0.148 12 2 Freeway 4100 45 1285 1130 1465 0.062 12 2 Freeway 4100 45 1286 1466 1467 0.146 12 2 Freeway 4100 45 1287 1467 1468 1.022 12 2 Freeway 4100 55 1288 1466 1470 0.482 11 2 Ramp 3000 55 1289 1471 1469 0.26 11 2 Ramp 3000 55 1290 1474 1388 0.057 11 2 Principal Arterial 3700 50 1291 1475 1476 0.67 12 2 Freeway 4100 55 1292 1476 1301 0.194 11 2 Principal Arterial 3700 55 1293 1486 1478 0.007 11 1 Minor Arterial 1700 40 1294 467 1486 0.024 12 1 Ramp 1500 35 1295 1478 291 0.007 11 1 Minor Arterial 1700 40 1296 291 468 0.02 12 1 Ramp 1500 35 1297 291 1486 0.007 11 1 Collector /Local Road 1700 40 1298 1486 289 0.018 11 __1 Collector /Local Road 1700 40 1299 1488 1430 0.222 12 2 Freeway 4100 60 1300 11030 1488 0.035 1 12 2 Freeway 4100 55 1301 11489 1490 1.285 1 12 4 Freeway 8200 55 Page 21 of 100 Appendix C - Page 22 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ~ ~(i Width (ft) Lanes __________ Rate (veh/hr) 1302 1490 1020 0.072 12 2 Freeway 4100 45 1303 1425 1489 0.036 12 2 Freeway 4100 55 1304 1491 1021 0.094 12 2 Freeway 4100 60 1305 1 998 1491 0.335 1 12 2 Freeway 4100 45 1306 1007 1492 0.134 12 2 Freeway 4100 45 1307 1492 1197 0.151 12 2 Freeway 4100 60 1308 968 1493 1.173 12 2 Freeway 4100 55 1309 1493 961 0.032 12 3 Freeway 6150 55 1310 1494 590 0.337 12 2 Freeway 4100 55 1311 1495 616 0.181 12 2 Freeway 4100 60 1312 1496 610 0.244 12 2 Freeway 4100 60 1313 649 1497 0.125 12 2 Freeway 4100 55 1314 1501 1500 0.263 12 2 Freeway 4100 65 1315 1502 499 0.103 12 2 Freeway 4100 65 1316 1518 1519 0.015 11 2 Minor Arterial 3200 40 1317 1519 1518 0.015 11 2 Minor Arterial 3200 40 1318 827 1520 0.116 12 2 Freeway 4100 60 1319 1529 1528 0.196 12 3 Freeway 6150 55 1320 944 1529 0.163 12 4 Freeway 8200 55 1321 1535 233 0.25 11 2 Principal Arterial 3300 45 1322 190 1537 0.022 _ 12 2 Freeway 4100 55 1323 589 1539 0.3 11 1 Major Arterial 1700 45 1324 1539 589 0.3 _ 11 1_ Major Arterial 1700 45 1325 801 1541 3.23 _ 11 1_ Minor Arterial 1250 40 1326 1541 801 3.23 11 1_ Minor Arterial 1250 40 1327 943 1543 0.339 11 1_ Major Arterial 1700 45 1328 1543 943 0.339 11 1_ Major Arterial 1700 45 1329 1544 1440 0.023 11 2 Principal Arterial 3700 50 1330 1439 1544 0.024 11 2 Principal Arterial 3700 50 1331 1483 1066 0.242 11 1 Ramp 1500 55 1332 1374 1546 0.37 11 1_ Principal Arterial 1600 45 1333 1546 1374 0.37 11 1 Principal rterial 1600 45 1334 1548 402 0.012 11 1_ Collector /Local Road 1700 40 1335 397 1548 0.108 11 1_ Collector /Local Road 1700 40 1336 1441 1549 0.065 10 1_ Collector / Local Road 800 15 1337 1549 205 0.037 10 1_ Collector / Local Road 800 15 1338 1551 1552 0.131 11 1_ Collector/ Local Road 1700 40 1339 1552 1551 0.131 11 1 Collector /Local Road 1700 40 1340 1087 1088 0.181 12 1 Ramp 1500 35 1341 1468 1089 0.208 12 1 Ramp 1500 35 1342 1553 470 0.007 10 1 Collector/ Local Road 800 15 1343 1554 581 0.03 12 1 Ramp 1500 35 1344 581 1555 0.011 11 1_ Collector /Local Road 1250 40 1345 1555 581 0.011 11 1 Collector /Local Road 1250 40 1346 577 1555 0.043 11 1 Collector / Local Road 1250 40 1347 1555 577 0.043 11 1_ Collector / Local Road 1250 40 1348 1554 1555 0.029 12 1 Ramp 1500 35 1349 1295 1558 0.19 12 1 Ramp 1500 35 1350 1559 1560 0.715 12 1 Ramp 1500 35 1351 1364 1559 0.033 12 1 Ramp 1500 35 1352 1559 1364 0.033 12 1 Ramp 1500 35 1353 197 1364 0.785 12 1 Ramp 1500 35 1354 1564 1565 0.104 11 1 Collector / Local Road 1700 40 1355 1565 1564 0.104 11 1 Collector /Local Road 1700 40 1356 1564 1566 1.538 11 __1 Minor Arterial 1700 40 1357 1566 1564 1.538 11 1 Minor Arterial 1700 40 1358 1570 1571 0.895 12 2 Freeway 4100 60 1359 811l 1576 0.112 10 1 Collector /Local Road 800 10 1360 1576 811 0.112 10 1 Collector /Local Road 800 1 1361 831 1577 0.138 10 1 Collector / Local Road 800 10 1362 1577 831 10.138 10 1 Collector / Local Road 800 110 1363 572 1578 10.158 11 1 1 Minor Arterial 1250 40 Page 22 of 100 Appendix C - Page 23 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FF8 (mph)

S~~~(mi) Width (ft) Lanes ___________ Rate (vehlhr) 1364 1578 572 0.158 11 1 Minor Arterial 1250 40 1365 207 1581 0.128 11 1 Principal Arterial 1700 45 1366 1581 207 0.128 11 1 Principal Arterial 1700 45 1367 11583 1584 0.087 1 11 1_ Major Arterial 1700 45 1368 1584 1583 0.087 11 1 Major Arterial 1700 45 1369 1585 1586 0.05 _ 11 1_ Major Arterial 1700 45 1370 1586 1585 0.05 11 1_ Major Arterial 1700 45 1371 1587 1588 0.057 11 1 Principal Arterial 1700 45 1372 1588 1587 0.057 11 1_ Principal Arterial 1700 45 1373 1589 1590 0.068 _ 11 1_ Major Arterial 1700 45 1374 1590 1589 0.068 _ 11 1_ Mjrrterial 1700 45 1375 986 1001 0.446 _ 11 1_ Principal Arterial 1600 45 1376 1591 1592 0.167 11 2 Principal Arterial 3300 45 1377 1592 1591 0.167 11 2 Principal Arterial 3300 45 1378 1593 1594 0.254 12 1 Minor Arterial 1700 25 1379 1594 1593 0.254 12 1 Minor Arterial 1700 25 1380 1595 1596 0.216 11 1_ Minor Arterial 1700 40 1381 1596 1595 0.216 11 1 _ Minor Arterial 1700 40 1382 1600 1601 0.517 12 1 Ramp 1500 35 1383 1601 1600 0.517 12 1 Ramp 1500 35 1384 1602 827 0.102 12 2 Freeway 4100 60 1385 1609 1610 0.252 11 1 Minor Arterial 1700 40 1386 1610 1609 0.252 11 1 Minor Arterial 1700 40 1387 1614 1615 1.436 10 1 Collector /Local Road 800 15 1388 1615 1614 1.436 10 1 Collector /LocaliRoad 800 15 1389 1616 1617 0.034 10 1 Collector /Local Road 800 10 1390 1617 1616 0.034 10 1 Collector /Local Road 800 10 1391 1618 1619 0.589 11 2 Principal Arterial 3300 45 1392 1619 1618 0.589 11 2_ Principal Arterial 3300 45 1393 1618 1620 0.281 11 2 Principal Arterial 3300 45 1394 1620 1618 0.281 11 2_ Principal Arterial 3300 45 1395 1618 1621 0.871 12 1 Ramp 1500 35 1396 1621 1622 0.152 11 1 Major Arterial 1700 45 1397 1622 1621 0.152 11 1 Major Arterial 1700 45 1398 1624 1625 0.364 11 1 Minor Arterial 1700 40 1399 1625 1624 0.364 11 1 Minor Arterial 1700 40 1400 1557 1631 0.21 11 1 Minor Arterial 1700 40 1401 1631 1557 0.21 11 1 Minor Arterial 1700 40 1402 1632 1631 0.008 11 1 Minor Arterial 1700 40 1403 1634 1635 0.097 12 1 Minor Arterial 1700 25 1404 1635 1634 0.097 11 1 Minor Arterial 1700 40 1405 1637 2766 0.2 11 2 Principal Arterial 3300 45 1406 2766 1637 0.2 11 2 Principal Arterial 3300 45 1407 2766 1638 0.124 12 1 Ramp 1500 35 1408 1592 1637 0.112 11 2 Principal Arterial 3300 45 1409 1637 1592 0.112 11 2 Principal Arterial 3300 45 1410 1639 1592 0.404 12 1 Ramp 1500 35 1411 1592 1640 0.476 12 1 Ramp 1500 35 1412 1641 1637 10.557 12 1 Ramp 1500 35 1413 1641 1640 0.256 12 2 Freeway 4100 55 1414 1643 1642 0.36 12 2 Freeway 4100 55 1415 1591 1644 0.45 12 1 Ramp 1500 35 1416 1591 1645 0.113 11 2 Principal Arterial 3300 45 1417 1645 1591 0.113 11 2 Principal Arterial 3300 45 1418 1642 1646 0.596 12 2 Freeway 4100 55 1419 1643 1645 0.391 12 1 Ramp 1500 35 1420 1647 1594 0.598 12 _ 1 Ramp 1500 35 1421 1648 1642 0.551 12 1 Ramp 1500 35 1422 1645 1648 0.222 11 2 1 Principal Arterial 1 3300 45 143 1648 1645 0.222 11 2 Principal Arterial 3300 45 144 1649 1648 0.574 12 1 RampE: 1500 35 145 1593 1650 0.142 12 1 Ramp 1500 35 Page 23 of 100 Appendix C - Page 24 of 117

Appendix C Limerick NGS AppedixNetwork LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

1426 1650 1646 0.347 12 1 Ramp 1500 35 1427 1593 1651 0.028 12 1 Minor Arterial 1700 25 1428 1651 1593 0.028 12 1 Minor Arterial 1700 25 1429 11651 1650 10.112 12 1 1 Ramp 1500 35 1430 1599 1647 2.096 12 2 Freeway 4100 55 1431 1596 1599 0.447 12 1 Ramp 1500 35 1432 1654 1656 0.154 12 1 Minor Arterial 1700 35 1433 1656 1654 0.154 12 1 Minor Arterial 1700 35 1434 1597 1595 0.46 12 1 Ramp 1500 35 1435 1601 1598 0.246 12 1 Ramp 1500 35 1436 1595 1658 0.092 11 1 Minor Arterial 1700 40 1437 1658 1595 0.092 11 1 Minor Arterial 1700 40 1438 1659 1601 0.143 12 1 Ramp 1500 35 1439 1600 1545 0.312 12 1 Ramp 1500 35 1440 1660 1600 0.343 12 1 Ram p 1500 35 1441 1600 1662 0.116 12 1_ 1 Ramp 1500 35 1442 1662 1600 0.116 12 1 Ramp 1500 35 1443 1663 1664 0.034 11 1 Minor Arterial 1700 40 1444 1664 1663 0.034 11 1 Minor Arterial 1700 40 1445 1669 1671 0.722 11 1 Minor Arterial 1700 40 1446 1671 1669 0.722 11 1 Minor Arterial 1700 40 1447 1672 1673 0.357 11 1 Minor Arterial 1700 40 1448 1673 1672 0.357 11 1 Minor Arterial 1700 40 1449 1540 1542 0.201 11 1 Minor Arterial 1700 40 1450 1542 1540 0.201 11 1 Minor Arterial 1700 40 1451 1678 1677 0.34 11 1 Minor Arterial 1700 40 1452 1677 1679 0.324 11 1 Principal Arterial 1700 45 1453 1677 1680 0.072 11 1 Minor Arterial 1700 40 1454 1679 1680 0.379 11 1 Principal Arterial 1700 45 1455 1681 1677 0.2 11 1 Principal Arterial 1700 45 1456 1682 1684 0.096 11 1 Minor Arterial 1250 40 1457 1684 1682 0.096 11 1 Minor Arterial 1250 40 1458 1684 1685 0.058 11 1 Minor Arterial 1250 40 1459 1685 1684 0.058 11 1 Minor Arterial 1250 40 1460 1614 1687 0.31 10 1 Collector /Local Road 800 10 1461 1687 1614 0.31 10 1 Collector /Local Road 800 10 1462 1689 1690 0.349 10 1 Collector / Local Road 800 15 1463 1690 1689 0.349 10 1 Collector / Local Road 800 15 1464 1690 1691 0.266 11 1 Principal Arterial 1700 45 1465 1691 1690 0.266 11 1 Principal Arterial 1700 45 1466 1690 1695 0.841 11 1 Principal rterial 1700 45 1467 1695 1690 0.841 11 1 Principal Arterial 1700 45 1468 1692 1695 1.454 11 1 Minor Arterial 1250 40 1469 1695 1692 1.454 11 1 Minor Arterial 1250 40 1470 1696 1697 0.045 11 1 Minor Arterial 1250 40 1471 1697 1696 0.045 11 1 Minor Arterial 1250 40 1472 1701 1703 0.325 11 1 Collector /Local Road 1700 40 1473 1703 1701 0.325 11 1 Collector /Local Road 1700 40 1474 1701 1706 0.267 11 1 Collector / Local Road 1250 40 1475 1706 1701 0.267 _ 11 1 Collector / Local Road 1250 40 1476 1703 1706 0.318 _ 11 1 Major Arterial 1250 40 1477 1706 1703 0.318 _ 11 1 Major Arterial 1250 40 1478 1707 1708 0.415 10 1 Collector /Local Road 800 15 1479 1708 1707 0.415 10 1 Collector /Local Road 800 15 1480 1700 1709 0.629 11 1 Minor Arterial 1250 40 1481 1709 1700 0.629 11 1 Minor Arterial 1250 40 1482 1707 1709 0.418 10 1 Collector /Local Road 800 15 1483 1709 1707 0.418 10 1 Collector /Local Road 800 15 1484 1712 1713 1.104 11 1 Principal Arterial 1600 45 1485 1713 1712 1.104 11 1 Principal Arterial 1600 1 45 1486 1714 1715 0.076 1 12 1 1 Principal Arterial 1600 3 1487 1715 1714 0.076 1111 1 Principal Arterial 1600 4 Page 24 of 100 Appendix C - Page 25 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Ln#-oUoe (mi) Width (ft) Lanes Rate (vehlhr) 1488 1718 1719 0.359 11 1 Principal Arterial 1600 50 1489 1719 1718 0.359 11 1 Principal Arterial 1600 50 1490 1718 1720 0.312 11 1 Principal Arterial 1600 50 1491 1720 1718 0.312 11 1 Principal Arterial 1600 50 1492 1721 1722 0.062 12 1 Principal Arterial 1600 35 1493 1722 1721 0.062 12 1 Principal Arterial 1600 35 1494 1726 1731 0.302 10 1 Collector / Local Road 800 10 1495 1731 1726 0.302 10 1 Collector / Local Road 800 10 1496 1744 1745 0.455 11 1 Minor Arterial 1250 40 1497 1745 1744 0.455 11 1 Minor Arterial 1250 40 1498 1612 1748 0.469 11 1 Minor Arterial 1250 40 1499 1748 1612 0.469 11 1 Minor Arterial 1250 40 1500 1747 1752 2.298 11 1 Principal Arterial 1600 45 1501 1752 1747 2.298 11 1 Principal Arterial 1600 45 1502 1751 1754 0.417 11 1 Minor Arterial 1250 40 1503 1754 1751 0.417 11 1 Minor Arterial 1250 40 1504 1752 1755 0.754 11 1 Principal Arterial 1600 45 1505 1755 1752 0.754 11 1 Principal Arterial 1600 45 1506 1755 1756 0.258 11 1 Principal Arterial 1600 45 1507 1756 1755 0.258 11 1 Principal Arterial 1600 45 1508 1754 1757 0.28 11 1 Minor Arterial 1250 40 1509 1757 1754 0.28 11 1 Minor Arterial 1250 40 1510 1758 1759 0.165 11 1 Minor Arterial 1250 40 1511 1759 1758 0.165 11 1 Minor Arterial 1250 40 1512 1763 1764 0.061 11 1 Minor Arterial 1250 40 1513 1764 1763 0.061 11 1 Minor Arterial 1250 40 1514 1764 1765 1.203 11 1 Minor Arterial 1250 40 1515 1765 1764 1.203 11 1 Minor Arterial 1250 40 1516 1765 1768 1.23 11 1 Principal Arterial 1600 45 1517 1768 1765 1.23 11 1 Principal Arterial 1600 45 1518 1772 1773 0.231 11 1 Minor Arterial 1250 40 1519 1773 1772 0.231 11 1 Minor Arterial 1250 40 1520 1770 1774 0.268 11 1 Major Arterial 1250 45 1521 1774 1770 0.268 11 1 Major Arterial 1250 45 1522 1774 1775 0.134 10 1 Collector / Local Road 800 15 1523 1775 1774 0.134 10 1 Collector / Local Road 800 15 1524 1781 1782 0.888 11 1 Major Arterial 1250 45 1525 1782 1781 0.888 11 1 Major Arterial 1250 45 1526 1780 1783 0.21 12 1 Principal Arterial 1600 35 1527 1783 1780 0.21 12 1 Principal Arterial 1600 35 1528 1785 1786 0.041 11 1 Minor Arterial 1250 40 1529 1786 1785 0.041 11 1 Minor Arterial 1250 40 1530 1787 1788 0.016 11 1 Principal Arterial 1700 45 1531 1788 1787 0.016 12 1 Principal Arterial 1700 35 1532 1625 1788 0.132 11 2 Principal Arterial 3300 45 1533 1788 1625 0.132 11 2 Principal Arterial 3300 45 1534 1791 1790 0.549 11 1 Ramp 1500 55 1535 1792 1793 0.851 11 1 Ramp 1500 55 1536 1792 1794 0.152 11 1 Ramp 1500 55 1537 1794 1792 0.152 11 1 Ramp 1500 55 1538 1789 1794 0.984 11 1 Ramp 1500 55 1539 1796 1797 0.454 12 1 Ramp 1500 35 1540 1799 1800 0.55 11 2 Major Arterial 3200 45 1541 1800 1799 0.55 11 2 Major Arterial 3200 45 1542 1606 1806 0.021 11 1 MajorArterial 1700 45 1543 1806 1606 0.021 11 1 Major Arterial 1700 45 1544 1632 1805 0.796 11 2 Major Arterial 3200 45 1545 1805 1632 0.796 11 2 Major Arterial 3200 45 1546 1807 1812 0.38 11 1 Minor Arterial 1700 40 1547 1812 1807 0.38 11 1 Minor Arterial 1700 40 1548 1809 1813 0.247 11 1 Minor Arterial 1250 40 1549 1813 1809 0.247 11 1 Minor Arterial 1250 40 Page 25 of 100 Appendix C - Page 26 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

U-oe Link#

UNod D-oe D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Rate_______Felhow

___(mph) 1550 1813 1814 0.091 _ 11 1 Minor Arterial 1700 40 1551 1814 1813 0.091 _ 11 1 Minor Arterial 1700 40 1552 1813 1815 0.124 _ 11 1 Minor Arterial 1700 40 1553 11815 1813 0.124 1 11 1 Minor Arterial 1700 40 1554 1817 1818 0.062 11 1 Major Arterial 1700 45 1555 1818 1817 0.062 11 1 Major Arterial 1700 45 1556 1605 1630 0.014 11 1 Minor Arterial 1700 40 1557 1630 1605 0.014 11 1 Minor Arterial 1700 40 1558 1825 1829 0.121 11 1 Minor Arterial 1700 40 1559 1829 1825 0.121 11 1 Minor Arterial 1700 40 1560 1627 1830 0.049 10 1 Collector / Local Road 800 15 1561 1830 1627 0.049 10 1 Collector / Local Road 800 15 1562 1832 1833 0.371 11 1 Minor Arterial 1700 40 1563 1833 1832 0.371 11 1 Minor Arterial 1700 40 1564 1838 1839 0.073 11 1 Principal Arterial 1700 45 1565 1839 1838 0.073 _ 11 1 Principal Arterial 1700 45 1566 1840 1841 0.025 _ 11 1 Ramp 1500 45 1567 1590 1840 0.026 _ 11 1 Major Arterial 1700 45 1568 1840 1590 0.026 11 1 Major Arterial 1700 45 1569 1590 1841 0.014 1 12 1 Ramp 1500 35 1570 1845 1846 0.225 12 2 Freeway 4100 60 1571 1846 1847 0.099 12 1 Ram p 1500 35 1572 1848 1849 0.099 12 1 Ramp 1500 35 1573 1851 1852 0.039 11 1 Minor Arterial 1700 40 1574 1852 1851 0.039 11 1 Minor Arterial 1700 40 1575 1853 1852 0.066 11 1 Minor Arterial 1700 40 1576 1851 1853 0.043 11 1 Major Arterial 1700 45 1577 1853 1851 0.043 11 1 Major Arterial 1700 45 1578 1854 1855 0.134 11 1 Ram p 1500 45 1579 1855 1856 0.038 11 1 Ramp 1500 45 1580 1856 1855 0.038 _ 11 1 Ramp 1500 45 1581 1856 1857 0.024 _ 11 1 Ramp 1500 45 1582 1857 1856 0.024 _ 11 1 Ramp 1500 45 1583 1854 1858 0.117 _ 12 2 Freeway 4100 60 1584 1855 1858 0.088 12 1 Ramp 1500 35 1585 1856 1859 0.076 12 1 Ramp 1500 35 1586 1857 1860 0.039 11 1 Ram p 1500 45 1587 1860 1857 0.039 11 1 Ramp 1500 45 1588 1859 1860 0.042 11 1 Principal Arterial 1700 45 1589 1860 1859 0.042 11 1 Principal Arterial 1700 45 1590 1588 1857 0.046 12 1 Ramp 1500 35 1591 1588 1860 0.019 11 1 Principal Arterial 1700 45 1592 1860 1588 0.019 11 1 Principal Arterial 1700 45 1593 1861 1862 0.042 11 1 Principal Arterial 1700 45 1594 1862 1861 0.042 11 1 Principal Arterial 1700 45 1595 1587 1863 0.034 11 1 Principal Arterial 1700 45 1596 1863 1587 0.034 11 1 Principal Arterial 1700 45 1597 1863 1864 0.069 11 1 Principal Arterial 1700 45 1598 1864 1863 0.069 11 1 Principal Arterial 1700 45 1599 1863 1865 0.03 12 1 Ramp 1500 35 1600 1865 1863 0.03 12 1 Ramp 1500 35 1601 1587 1865 0.045 12 1 Ramp 1500 35 1602 1864 1866 10.04 11 1 Principal Arterial 1700 45 1603 1866 1864 10.04 11 1 Principal Arterial 1700 45 1604 1867 1864 0.098 12 1 Ramp 1500 35 1605 1865 1867 0.024 12 1 Ramp 1500 - 35 1606 1867 1865 0.024 12 1 Ramp 1500 35 1607 1868 1869 0.087 12 1 Ramp 1500 35 1608 1867 1868 0.048 12 1 Ramp 1500 35 1609 1868 1867 0.048 12 1 Ramp 1500 35 1610 1571 1868 0.097 12 1 Ramp 1500 35 11611 1571 1869 0.135 12 2 Freeway 4100 60 Page 26 of 100 Appendix C - Page 27 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_____Width((f) Lanes Rate (vehlhr) 1612 1086 1870 0.222 11 1 Minor Arterial 1700 40 1613 1870 1086 0.222 11 1 Minor Arterial 1700 40 1614 1866 1871 0.14 11 1 Principal Arterial 1___700 45 1615 1871 1866 0.14 11 1 Principal Arterial 1700 45 1616 1872 1873 0.053 10 1 Collector /Local Road 800 15 1617 1873 1872 0.053 10 1 Collector /Local Road 800 15 1618 1878 1879 0.012 11 1 Major Arterial 1700 45 1619 1879 1878 0.012 11 1 Major Arterial 1700 45 1620 1879 1880 10.029 12 1 Ramp 1500 35 1621 1569 1878 0.075 12 1 Ramp 1500 35 1622 1586 1878 0.017 11 1 Major Arterial 1700 45 1623 1878 1586 0.017 11 1 Major Arterial 1700 45 1624 1586 1880 0.014 12 1 Ramp 1500 35 1625 1880 1881 0.112 12 1 Ramp 1500 35 1626 1882 1570 0.093 12 1 Ram p 1500 35 1627 1585 1882 0.017 12 1 Ramp 1500 35 1628 1883 1882 0.022 12 1 Ramp 1500 35 1629 1585 1883 0.027 11 1 Major Arterial 1700 45 1630 1883 1585 0.027 11 1 Major Arterial 1700 45 1631 1884 1883 0.113 12 1 Ramp 1500 35 1632 1888 1889 10.045 12 1 Ramp 1500 35 1633 1889 1888 0.045 12 1 Ram p 1500 35 1634 1889 1584 0.055 12 1 Ramp 1500 35 1635 1889 1890 0.048 12 1 Ramp 1500 35 1636 1890 1889 0.048 12 1 Ramp 1500 35 1637 1891 1890 0.068 12 1 Ramp 1500 35 1638 1891 1892 0.068 12 2 Freeway 4100 60 1639 1890 1892 0.071 12 1 Ramp 1500 35 1640 1894 1893 0.063 12 1 Ramp 1500 35 1641 1896 1895 0.066 12 1 Ram p 1500 35 1642 1583 1894 0.03 12 1 Ramp 1500 35 1643 1895 1583 0.031 12 1 Ramp 1500 35 1644 1897 1894 0.054 12 1 Ramp 1500 35 1645 1583 1897 0.04 11 1 Major Arterial 1700 45 1646 1897 1583 0.04 11 1 Major Arterial 1700 45 1647 1895 1897 0.052 12 1 Ramp 1500 35 1648 1541 1745 0.587 11 1 Minor Arterial 1250 40 1649 1745 1541 0.587 11 1 Minor Arterial 1250 40 1650 1776 1782 0.413 11 1 Major Arterial 1250 45 1651 1782 1776 0.413 11 1 Major Arterial 1250 45 1652 1903 1904 0.048 11 2 Major Arterial 3200 45 1653 1904 1903 0.048 11 1 Major Arterial 1700 45 1654 1907 1908 0.266 10 1 Collector/ Local Road 800 15 1655 1908 1907 0.266 10 1 Collector / Local Road 800 15 1656 1764 1909 0.174 11 1 Minor Arterial 1250 40 1657 1909 1764 0.174 11 1 Minor Arterial 1250 40 1658 1667 1911 0.387 10 1 Collector /Local Road 800 15 1659 1911 1667 0.387 10 1 Collector /Local Road 800 15 1660 1912 1913 0.146 11 1 Major Arterial 1700 45 1661 1913 1912 0.146 11 1 Major Arterial 1700 45 1662 1619 1914 0.043 11 2 Principal Arterial 3300 45 1663 1914 1619 0.043 11 2 Principal Arterial 3300 45 1664 1915 1916 0.197 11 2 Principal Arterial 3300 45 1665 1916 1915 0.197 11 2 Principal rterial 3300 45 1666 1648 1916 0.541 11 2 Principal Arterial 3300 45 1667 1916 1648 0.541 11 2 Principal Arterial 3300 45 1668 1917 1916 0.275 12 1 Ramp 1500 35 1669 1622 1917 0.214 12 1 Ramp 1500 35 1670 1621 1917 0.173 12 1 Ramp 1500 35 1671 1915 1918 0.375 12 1 Ramp 1500 35 1672 1913 1918 0.085 11 1 Major Arterial .1700 45" 1673 1918 1913 0.085 11 1 Major Arterial 1700 45 Page 27 of 100 Appendix C - Page 28 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Lik LinUNoe

-Noe

1. -Nde DNod 4 Length Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelhr)

Rate____________ (ph 1674 1919 1913 0.197 12 1 Ramp 1500 35 1675 1919 1920 0.333 12 1 Ramp 1500 35 1676 1920 1919 0.333 12 1 Ramp 1500 35 1677 1914 1920 0.155 12 1 Ramp 1500 35 1678 1912 1919 0.144 12 1 Ramp 1500 35 1679 1919 1912 0.144 12 1 Ramp 1500 35 1680 1920 1619 0.12 12 1 Ramp 1500 35 1681 1371 1662 0.693 11 1 Major Arterial 1700 45 1682 1662 1371 0.693 11 1 Major Arterial 1700 45 1683 1681 1678 0.519 11 1 Minor Arterial 1700 40 1684 1921 1922 0.385 10 1 Collector / Local Road 800 15 1685 1922 1921 0.385 10 1 Collector / Local Road 800 15 1686 1695 1698 0.742 11 1 Principal Arterial 1600 45 1687 1698 1695 0.742 11 1 Principal Arterial 1600 45 1688 1720 1924 0.045 11 1 Minor Arterial 1250 40 1689 1924 1720 0.045 11 1_ Minor Arterial 1250 40 1690 1929 1928 0.414 12 1 Ramp 1500 35 1691 1928 1799 0.927 11 1 Ramp 1500 55 1692 1797 1929 0.47 11 2 Principal Arterial 3300 45 1693 1929 1797 0.47 11 2 Principal Arterial 3300 45 1694 1800 1796 0.611 11 1 Ramp 1500 55 1695 1800 1929 0.405 11 2 Principal Arterial 3300 45 1696 1929 1800 0.405 11 2 Principal Arterial 3300 45 1697 1903 1930 0.027 11 2 Major Arterial 3200 45 1698 1930 1903 0.027 11 1 Major Arterial 1700 45 1699 1632 1931 0.262 12 2 Major Arterial 2700 35 1700 1931 1632 0.262 12 2 Major Arterial 2700 35 1701 1936 1935 0.188 12 1 Ramp 1500 35 1702 1938 1939 0.403 12 1 Ramp 1500 35 1703 1937 1939 0.354 12 2 Freeway 4100 60 1704 1936 1941 0.164 11 1 Principal Arterial 1700 45 1705 1941 1936 0.164 11 1 Principal Arterial 1700 45 1706 1936 1942 0.052 11 1 Principal Arterial 1700 45 1707 1942 1936 0.052 11 1 Principal Arterial 1700 45 1708 1942 1943 0.409 12 1 Ramp 1500 35 1709 1944 1945 0.112 11 1_ Minor Arterial 1700 40 1710 1945 1944 0.112 11 1 Minor Arterial 1700 40 1711 1657 1912 0.952 11 1_ Major Arterial 1700 45 1712 1912 1657 0.952 11 1_ Major Arterial 1700 45 1713 1657 1664 0.243 11 1_ Minor Arterial 1700 40 1714 1664 1657 0.243 11 1_ Minor Arterial 1700 40 1715 1724 1726 0.904 11 1 Principal Arterial 1600 45 1716 1726 1724 0.904 11 1 Principal Arterial 1600 45 1717 1737 1739 1.243 11 1_ Minor Arterial 1250 40 1718 1739 1737 1.243 11 1 Minor Arterial 1250 40 1719 1922 1923 0.857 11 1_ Minor Arterial 1250 40 1720 1923 1922 0.857 11 1_ Minor Arterial 1250 40 1721 1711 1922 0.462 11 1 Minor Arterial 1250 40 1722 1922 1711 0.462 _ 11 1 ___ Minor Arterial 1250 40 1723 1924 1950 0.022 11 1_ Minor Arterial 1250 40 1724 1950 1924 0.022 _ 11 1 ___ Minor Arterial 1250 40 1725 1717 1924 0.114 11 1 Minor Arterial 1250 40 1726 1924 1717 0.114 _ 11 1 ___ Minor Arterial 1250 40 1727 1707 1711 0.758 _ 10 1_ Collector /Local Road 800 15 1728 1711 1707 0.758 _ 10 1_ Collector /Local Road 800 15 1729 1718 1950 0.295 _ 11 1 ___ Minor Arterial 1250 40 1730 1950 1718 0.295 _ 11 1 ___ Minor Arterial 1250 40 1731 1738 1951 0.052 _ 11 1_ Minor Arterial 1250 40 1732 1951 1738 0.052 11 1 11 Minor Arterial 1250 40 1733 1620 1665 0.31 11 1 Minor Arterial 1700 40 1734 1665 1620 0.31 11 1 Minor Arterial 1700 40 1735 1684 1688 0.464 11 1 Minor Arterial 1250 40 Page 28 of 100 Appendix C - Page 29 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

______________ (mi) Width (ft) Lanes ___________ Rate (veh/hr) 1736 1688 1684 0.464 11 1 Minor Arterial 1250 40 1737 1620 1679 3.333 11 1 Principal Arterial 1700 45 1738 1679 1620 3.333 11 1 Principal Arterial 1700 45 1739 11691 1952 0.534 1 11 1 Principal Arterial 1600 45 1740 1952 1691 0.534 11 1 Principal Arterial 1600 45 1741 1685 1952 0.46 11 1 Minor Arterial 1250 40 1742 1952 1685 0.46 11 1 Minor Arterial 1250 40 1743 1704 1713 1.525 10 1 Collector /Local Road 800 15 1744 1713 1704 1.525 10 1 Collector /Local Road 800 15 1745 1954 1955 0.034 11 1 Principal Arterial 1600 45 1746 1955 1954 0.034 11 1 Principal Arterial 1600 45 1747 1955 1956 0.04 11 1 Minor Arterial 1250 40 1748 1956 1955 0.04 11 1 Minor Arterial 1250 40 1749 1954 1956 0.029 11 1 Collector / Local Road 1250 40 1750 1956 1954 0.029 11 1 Collector / Local Road 1250 40 1751 1748 1957 0.122 10 1 Collector /Local Road 800 15 1752 1957 1748 0.122 10 1 Collector / Local Road 800 15 1753 1727 1905 0.542 10 1 Collector /Local Road 800 15 1754 1905 1727 0.542 10 1 Collector / Local Road 800 15 1755 1959 1960 0.085 10 1 Collector / Local Road 800 10 1756 1960 1959 0.085 10 1 Collector / Local Road 800 10 1757 1661 1665 0.799 11 1 Minor Arterial 1700 40 1758 1665 1661 0.799 11 1 Minor Arterial 1700 40 1759 1801 1925 0.122 11 1 Minor Arterial 1250 40 1760 1925 1801 0.122 11 1 Minor Arterial 1250 40 1761 1786 1965 0.051 11 1 Major Arterial 1250 45 1762 1965 1786 0.051 11 1 Major Arterial 1250 45 1763 1785 1965 0.032 11 1 Minor Arterial 1250 40 1764 1965 1785 0.032 11 1 Minor Arterial 1250 40 1765 1843 1942 0.104 11 1 Principal Arterial 1700 45 1766 1942 1843 0.104 11 1 Principal Arterial 1700 45 1767 1940 1943 0.377 12 2 Freeway 4100 60 1768 1847 1848 0.095 _ 11 1 Minor Arterial 1700 40 1769 1848 1847 10.095 11 1 Minor Arterial 1700 40 1770 1876 1966 0.104 11 1 Minor Arterial 1700 40 1771 1966 1876 0.104 11 1 Minor Arterial 1700 40 1772 1934 1966 0.053 11 1 Minor Arterial 1700 40 1773 1762 1967 0.645 11 1 Major Arterial 1250 45 1774 1967 1762 0.645 11 1 Major Arterial 1250 45 1775 1770 1926 0.343 11 1 Minor Arterial 1250 40 1776 1926 1770 0.343 11 1 Minor Arterial 1250 40 1777 1774 1926 0.255 10 1 Collector /Local Road 800 15 1778 1926 1774 0.255 10 1 Collector /Local Road 800 15 1779 1750 1751 0.617 11 1 Major Arterial 1250 45 1780 1751 1750 0.617 11 1 Major Arterial 1250 45 1781 1750 1754 0.505 11 1 Minor Arterial 1250 40 1782 1754 1750 0.505 11 1 Minor Arterial 1250 40 1783 1607 1830 0.089 10 1 Collector / Local Road 800 15 1784 1830 1607 0.089 10 1 Collector / Local Road 800 15 1785 1607 1968 0.272 10 1 Collector / Local Road 800 15 1786 1968 1607 0.272 10 1 Collector /Local Road 800 15 1787 1969 1970 0.053 11 2 Major Arterial 3600 50 1788 1970 1969 0.053 11 2 Major Arterial 3600 50 1789 1970 1971 0.057 11 2 Major Arterial 3600 50 1790 1971 1970 0.057 11 2 Major Arterial 3600 50 1791 1608 1970 0.034 11 1 Minor Arterial 1700 40 1792 1970 1608 0.034 11 1 Minor Arterial 1700 40 1793 1969 1972 0.048 11 1 Minor Arterial 1700 40 1794 1972 1970 0.019 11 1 Minor Arterial 1700 40 1795 1971 1608 0.065 11 '1 Minor Arterial 1700 40 1796 1627 1973 0.066 11 2 Major Arterial 3600 50 1797 197 1627 0.066 11 2ý Major Arterial 3600 50 Page 29 of 100 Appendix C - Page 30 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link# UNodLengt D-Nde Laneh engh Lae Nmbe of NumbLaersf oaday ype RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) 1798 1973 1830 0.068 10 1 Collector /Local Road 800 15 1799 1963 1974 0.093 10 1 Collector / Local Road 800 10 1800 1974 1963 0.093 10 1 Collector / Local Road 800 10 1801 11862 1975 0.029 1 11 1 Major Arterial 1700 45 1802 1975 1862 0.029 11 1 Major Arterial 1700 45 1803 1861 1975 0.045 11 1 Major Arterial 1700 45 1804 1975 1861 0.045 11 1 Major Arterial 1700 45 1805 1584 1888 0.03 11 1 Major Arterial 1700 45 1806 1888 1584 0.03 11 1 Major Arterial 1700 45 1807 1815 1823 0.789 11 1 Minor Arterial 1700 40 1808 1823 1815 0.789 11 1 Minor Arterial 1700 40 1809 1604 1802 0.209 11 1 Minor Arterial 1700 40 1810 1802 1604 0.209 11 1 Minor Arterial 1700 40 1811 1902 1976 0.033 11 2 Major Arterial 3200 45 1812 1976 1902 0.033 11 1 Major Arterial 1700 45 1813 1693 1694 10.106 11 1 Minor Arterial 1250 40 1814 1694 1693 0.106 11 1 Minor Arterial 1250 40 1815 1822 1826 0.165 11 2 Major Arterial 3200 45 1816 1826 1822 0.165 11 2 Major Arterial 3200 45 1817 1940 1978 0.297 12 1 Ramp 1500 35 1818 1978 1941 0.048 12 1 Ramp 1500 35 1819 1941 1979 0.036 11 1 Major Arterial 1700 45 1820 1979 1941 0.036 11 1 Major Arterial 1700 45 1821 1978 1979 0.057 12 1 Ramp 1500 35 1822 1937 1980 0.345 12 1 Ramp 1500 35 1823 1980 1938 0.023 12 1 Ramp 1500 35 1824 1980 1981 0.028 _ 12 1 Ramp 1500 35 1825 1843 1981 0.272 11 1 Major Arterial 1700 50 1826 1981 1843 0.272 11 1 Major Arterial 1700 50 1827 1938 1981 0.019 11 1 Major rterial 1700 50 1828 1981 1938 0.019 11 1 Major Arterial 1700 50 1829 1644 1643 0.233 12 2 Freeway 4100 55 1830 1569 1881 0.192 12 2 Freeway 4100 60 1831 1776 1983 0.322 11 1 Major Arterial 1700 45 1832 1983 1776 0.322 11 1 Major Arterial 1700 45 1833 1773 1983 0.409 11 1 Major Arterial 1250 45 1834 1983 1773 0.409 11 1 Ma 'jorArterial 1250 45 1835 1885 1934 0.176 11 1 Principal rterial 1700 45 1836 1934 1885 0.176 11 1 Principal Arterial 1700 45 1837 1986 1989 0.036 12 1 Ramp 1500 35 1838 1989 1986 0.036 12 1 Ramp 1500 35 1839 1990 1989 0.234 12 1 Ramp 1500 35 1840 1993 1994 0.08 12 1 Ramp 1500 35 1841 1993 1995 0.052 11 1 Principal Arterial 1600 55 1842 1995 1993 0.052 11 2 Principal Arterial 3300 45 1843 1994 1995 0.046 12 1 Ramp 1500 35 1844 1995 1994 0.046 12 1 Ramp 1500 35 1845 1995 1996 0.042 11 1 Principal Arterial 1600 55 1846 1996 1995 0.042 11 2 Principal Arterial 3300 45 1847 1994 1996 0.066 12 1 Ramp 1500 35 1848 2003 2004 0.18 11 1 Minor Arterial 1700 40 1849 2004 2003 0.18 11 1 Minor Arterial 1700 40 1850 2003 2005 0.186 11 1 Collector / Local Road 1700 40 1851 2005 2003 0.186 11 1 Collector / Local Road 1700 40 1852 2005 2007 0.048 11 1 Minor Arterial 1700 40 1853 2007 2005 0.048 11 1 Minor Arterial 1700 40 1854 2006 2008 0.016 11 1 Principal Arterial 1600 45 1855 2008 2006 0.016 11 1 Principal Arterial 1600 45 1856 2010 2011 0.028 11 1 1 Major Arterial 1 1700 45 1857 2011 2010 0.028 11 1 Major Arterial 1700 45 1858 2014 2015 0.086 11 1 Collector / Local Road 1700 40J 1859 2013 2016 0.354 1 11 1 Minor Arterial 1700 400 Page 30 of 100 Appendix C - Page 31 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________(ml) Width (ft) Lanes ___________ Rate (vehlhr) 1860 2016 2013 0.354 11 1 Minor Arterial 1700 40 1861 2022 2024 0.116 11 1 Minor Arterial 1250 40 1862 2024 2022 0.116 11 1 Minor Arterial 1250 40 1863 12023 2025 0.079 11 1_ Collector / Local Road 1700 40 1864 2023 2026 0.09 12 1 Principal Arterial 1700 35 1865 2026 2023 0.09 12 1 Principal Arterial 1700 35 1866 2025 2026 0.037 11 1 Collector / Local Road 1700 40 1867 2026 2025 0.037 11 1 Collector / Local Road 1700 40 1868 2023 2027 10.08 11 1 Major Arterial 1700 45 1869 ,2027 2023 0.08 11 1 Major Arterial 1700 45 1870 2028 2029 0.156 12 1 Principal Arterial 1600 35 1871 2029 2028 0.156 12 1 Principal Arterial 1600 35 1872 2028 2034 0.232 12 1 Principal Arterial 1600 35 1873 2034 2028 0.232 12 1 Principal Arterial 1600 35 1874 2038 2040 10.096 11 1 Minor Arterial 1250 40 1875 2040 2038 0.096 11 1 Minor Arterial 1250 40 1876 2041 2042 0.053 10 1 Collector /Local Road 800 15 1877 204 2 2041 0.053 10 1 Collector /Local Road 800 15 1878 2051 2050 0.158 12 1 Ramp 1500 35 1879 2050 2052 0.098 11 1 Minor Arterial 1250 40 1880 2052 2050 0.098 11 1 Minor Arterial 1250 40 1881 2053 2054 0.168 12 1 Ramp 1500 35 1882 2049 2055 0.143 11 1 Principal Arterial 1600 45 1883 2055 2049 0.143 11 1 Principal Arterial 1600 45 1884 2048 2055 0.262 11 1 Minor Arterial 1250 40 1885 2055 2048 0.262 _ 11 1 Minor Arterial 1250 40 1886 2055 2057 0.135 _ 11 1 Minor Arterial 1250 40 1887 2057 2055 0.135 _ 11 1 Minor Arterial 1250 40 1888 2050 2058 0.155 12 1 Ram p 1500 35 1889 2059 2053 0.14 _ 12 1 Ramp 1500 35 1890 2057 2062 0.216 1_ 11 1 Minor Arterial 1700 40 1891 2062 2057 0.216 _ 11 1 Minor Arterial 1700 40 1892 2066 2067 0.052 _ 11 1 Collector / Local Road 1700 40 1893 2064 2068 0.127 _ 11 1 Minor Arterial 1700 40 1894 2068 2064 0.127 _ 11 1 Minor Arterial 1700 40 1895 2071 2072 0.121 _ 11 1 Minor Arterial 1250 40 1896 2072 2071 0.121 11 1 Minor Arterial 1250 40 1897 2075 2076 0.511 11 1 Major Arterial 1250 45 1898 2076 2075 0.511 11 1 Major Arterial 1250 45 1899 2072 2076 0.469 11 1 Minor Arterial 1700 40 1900 2076 2072 0.469 11 1 Minor Arterial 1700 40 1901 2081 2082 0.184 12 1 Ramp 1500 35 1902 2081 2083 0.034 11 1 Major Arterial 1700 45 1903 2083 2081 0.034 11 1 Major Arterial 1700 45 1904 2080 2084 0.205 12 1 Rmp1500 35 1905 2084 2085 0.142 12 1 Ramp 1500 35 1906 2086 2081 0.17 12 1 Ramp 1500 35 1907 2090 2091 0.024 11 1 Minor Arterial 1250 40 1908 2091 2090 0.024 11 1 Minor Arterial 1250 40 1909 2087 2094 0.403 11 1 Major Arterial 1700 45 1910 2094 2087 0.403 11 1 Major Arterial 1700 45 1911 2090 2096 0.214 11 1 Minor Arterial 1250 40 1912 2096 2090 0.214 11 1 Minor Arterial 1250 40 1913 2104 2105 0.749 11 1 Minor Arterial 1250 40 1914 2105 2104 0.749 11 1 Minor Arterial 1250 40 1915 2104 2109 0.177 11 1 Minor Arterial 1700 40 1916 2109 2104 0.177 11 1 Minor Arterial 1700 40 1917 2109 2112 0.207 11 1 Minor Arterial 1250 40 1918 2112 2109 0.207 11 1 Minor Arterial 1250 40 1919 2110 2112 0.142 12 1 Major Arterial 1200 35 1920 2112 2110 0.142 12 1 MajorArterial 1200 35 1921I 2112 2116 0.144 1 12 1 1 Major Arterial 1200 35s Page 31 of 100 Appendix C - Page 32 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik UNoe Link#

UNod -Nde D-ode Length (mi) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelowhr Rate_______

(ph 1922 2116 2112 0.144 12 1 Major Arterial 1200 35 1923 2116 2117 0.014 12 1 Major Arterial 1200 35 1924 2117 2116 0.014 11 1 Major Arterial 1250 45 1925 12117 2118 0.035 1 12 1 Major Arterial 1200 35 1926 2118 2117 0.035 12 1 Major Arterial 1200 35 1927 2119 2120 0.183 12 1 Ramp 1500 35 1928 2124 2123 0.239 12 1 Ram p 1500 35 1929 2123 2125 0.133 12 i Ramp 1500 35 1930 2126 2127 0.02 12 1 Minor Arterial 1700 35 1931 2127 2126 0.02 12 1 Minor Arterial 1700 35 1932 2129 2119 0.173 12 1 Ramp 1500 35 1933 2127 2130 0.134 11 1 Major Arterial 1250 40 1934 2130 2127 0.134 11 1 Major Arterial 1250 40 1935 2130 2131 0.021 11 1 Major Arterial 1250 40 1936 2131 2130 0.021 11 1 Major Arterial1 1250 45 1937 2136 2135 0.567 12 1 Ramp 1500 35 1938 2138 2139 0.583 12 1 Ramp 1500 35 1939 2131 2140 0.162 11 1 Major Arterial 1700 40 1940 2140 2131 0.162 11 1 Major rterial 1700 40 1941 2141 2142 0.153 11 1 Minor Arterial 1250 40 1942 2142 2141 0.153 11 1 Minor Arterial 1250 40 1943 2140 2144 0.063 11 1 Major Arterial 1700 40 1944 2144 2140 0.063 11 1 Major Arterial 1700 40 1945 2147 2138 10.625 12 1 Ramp 1500 35 1946 2135 2148 0.635 12 1 Ramp 1500 35 1947 2149 2151 0.088 12 1 Minor Arterial 1700 25 1948 2151 2149 0.088 12 1 Minor Arterial 1700 25 1949 2150 2152 0.01 12 1 Minor Arterial 1700 25 1950 2152 2150 0.01 12 1 Minor Arterial 1700 25 1951 2151 2152 10.021 12 1 Minor Arterial 1700 25 1952 2152 2151 10.021 12 1 Minor Arterial 1700 25 1953 2152 2153 0.026 10 1 Collector / Local Road 800 25 1954 2153 2152 0.026 10 1 Collector / Local Road 800 25 1955 2151 2153 0.018 10 1 Collector /Local Road 800 15 1956 2153 2151 0.018 10 1 Collector /Local Road 800 15 1957 2143 2156 0.349 11 1 Minor Arterial 1250 40 1958 2156 2143 10.349 11 1 Minor Arterial 1250 40 1959 2128 2157 0.721 11 1 Principal Arterial 1600 45 1960 2157 2128 0.721 11 1 Principal Arterial 1600 45 1961 2159 2160 0.092 11 1 Collector /Local Road 1700 40 1962 2159 2163 0.025 11 1 Collector /Local Road 1700 40 1963 2160 2163 0.096 11 1 Minor Arterial 1700 40 1964 2165 2166 0.177 11 1 Principal Arterial 1600 45 1965 2166 2165 0.177 11 1 Principal Arterial 1600 45 1966 2169 2170 0.102 11 1 Principal Arterial 1700 45 1967 2164 2170 1.034 12 1 Principal Arterial 1700 35 1968 2170 2164 1.034 12 1 Principal Arterial 1700 35 1969 2169 2171 0.071 11 1 Minor Arterial 1700 40 1970 2171 2169 0.071 11 1 Minor Arterial 1700 40 1971 2170 2171 0.101 11 1 Minor Arterial 1700 40 1972 2171 2170 0.101 11 1 Minor Arterial 1700 40 1973 2176 2182 0.429 11 1 Major Arterial 1700 45 1974 2182 2176 0.429 11 1 Major Arterial 1700 45 1975 2184 2187 0.269 11 1 Principal Arterial 1700 45 1976 2187 2184 0.269 11 1 Principal Arterial 1700 45 1977 2188 2192 0.74 12 1 Minor Arterial 1200 35 1978 2192 2188 0.74 12 1 Minor Arterial 1200 35 1979 2190 2195 10.206 11 1 Major Arterial 1250 45 1980 2195 2190 0.206 11 1 Major Arterial 1250 45 1981 12196 2197 1.511 1 10 1 1 Collector /Local Road 800 1 10 1982 2197 2196 1.511 10 1 Collector /Local Road 800 10 1983 2205 2199 1.363 12 2 1 Freeway 4100 55 Page 32 of 100 Appendix C - Page 33 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flaw F(mh

_______ (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1984 2194 2206 0.654 11 1 Major Arterial 1700 55 1985 2206 2194 0.654 11 1 Major Arterial 1700 55 1986 2209 2205 0.485 11 1 Ramp 1500 40 1987 12206 2212 0.183 1 11 1 Major Arterial 1700 55 1988 2212 2206 0.183 11 1 Major Arterial 1700 55 1989 2215 2214 0.556 12 1 Ramp 1500 35 1990 2207 2219 0.436 12 1 Minor Arterial 1200 35 1991 2219 2207 0.436 12 1 Minor Arterial 1200 35 1992 2224 2225 0.172 11 1 Minor Arterial 1700 40 1993 ,2225 2224 0.172 11 1 Minor Arterial 1700 40 1994 2223 2230 0.18 11 1 Major Arterial 1250 45 1995 2230 2223 0.18 11 1 Major Arterial 1250 45 1996 2231 2232 0.047 11 1 Major Arterial 1250 45 1997 2232 2231 0.047 11 1 Major Arterial 1250 45 1998 2234 2236 0.158 11 1 Minor Arterial 1700 40 1999 2236 2234 0.158 11 1 Minor Arterial 1700 40 2000 2236 2237 0.236 _ 11 1 Major Arterial 1700 40 2001 2237 2236 0.236 _ 11 1 Major Arterial 1700 40 2002 2238 2239 0.02 _ 11 1 Major Arterial 1700 45 2003 2239 2238 0.02 11 1 Major Arterial 1700 45 2004 2243 2244 0.058 10 1 Collector / Local Road 800 10 2005 2244 2243 0.058 10 1 Collector / Local Road 800 10 2006 2243 2245 0.223 10 1 Collector / Local Road 800 15 2007 2245 2243 0.223 10 1 Collector / Local Road 800 15 2008 2254 2255 0.055 11 1 Minor Arterial 1700 40 2009 2255 2254 0.055 11 1 Minor Arterial 1700 40 2010 1561 2256 0.497 11 1 Major Arterial 1700 45 2011 2256 1561 0.497 11 1 Major Arterial 1700 45 2012 2251 2261 0.349 11 1 Minor Arterial 1250 40 2013 2261 2251 0.349 11 1 Minor Arterial 1250 40 2014 2271 2273 0.24 __11 1 Collector / Local Road 1700 40 2015 2273 2271 0.24 _ 11 1 Collector / Local Road 1700 40 2016 2274 2275 0.098 _ 11 1 Major Arterial 1700 45 2017 2275 2274 0.098 _ 11 1 Major Arterial 1700 45 2018 2276 2274 0.1 11 1_ Collector / Local Road 1700 40 2019 2275 2276 0.029 11 2 Principal Arterial 3300 45 2020 2276 2275 0.029 11 2 Principal Arterial 3300 45 2021 2276 2277 0.06 11 2 Principal Arterial 3300 45 2022 2277 2276 0.06 11 2 Principal Arterial 3300 45 2023 2278 2281 0.236 11 1 Minor Arterial 1700 40 2024 2281 2278 0.236 11 1 Minor Arterial 1700 40 2025 2279 2282 0.233 11 1___ Collector / Local Road 1700 40 2026 2282 2279 0.2 33 11 1___ Collector / Local Road 1700 40 2027 2280 2283 0.236 11 1 Collector / Local Road 1700 40 2028 2288 2289 0.566 11 1 1 Minor Arterial 1700 40 2029 2289 2288 0.566 11 1 Minor Arterial 1700 40 2030 2288 2290 0.175 12 1 Ramp 1500 35 2031 1564 2291 0.358 11 1 Minor Arterial 1700 40 2032 2291 1564 0.358 11 1 Minor Arterial 1700 40 2033 2288 2292 0.874 1 12 1 Ramp 1500 35 2034 2292 2288 0.874 12 1 Ramp 1500 35 2035 2293 2292 0.617 12 1 Ram p 1500 35 2036 2295 2294 0.402 12 2 Freeway 4100 55 2037 2296 2294 0.273 12 1 Ramp 1500 35 2038 2295 2296 0.343 12 1 Ramp 1500 35 2039 2297 2298 10.184 10 1 Collector / Local Road 800 15 2040 2298 2297 0.184 10 1 Collectorl/ Local Road 800 15 2041 2299 1475 0.022 12 2 Freeway 4100 55 2042 2234 2237 0.171 11 1 Collector / Local Road 1700 40 12043 2237 2234 0.171 11 1 Collector / Local Road 1700 40 2044 2300 2301 0.127 1 11 1 Minor Arterial 1700 40 2045 2301 2300 , 0.127 1 11 1 Minor Arterial 1700 40 Page 33 of 100 Appendix C - Page 34 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

U-oe Link#

UNod D-oe 0-ode Length (mi) Lane(ft) Number Width Lanes of Roadway______

Type Ratraeio Rate___

Felhow ___(mph) 2046 2270 2308 0.031 10 1 Collector!/ Local Road 800 15 2047 2308 2270 0.031 10 1 Collector!/ Local Road 800 15 2048 2307 2308 0.067 10 1 Collector!/ Local Road 800 10 2049 12308 2307 0.067 1 10 1 Collector / Local Road 800 10 2050 1565 2309 0.383 10 1 Collector!/ Locat Road 800 15 2051 2309 1565 0.383 10 1 Collector!/ Local Road 800 15 2052 2309 2310 0.137 10 1 Collector!/ Local Road 800 15 2053 2310 2309 0.137 10 1 Collector!/ Local Road 800 15 2054 573 2291 1.627 11 1 Minor Arterial 1700 40 2055 2291 573 1.627 11 1 Minor Arterial 1700 40 2056 2052 2061 0.283 11 1 Major Arterial 1250 45 2057 2061 2052 0.283 11 1 Major Arterial 1250 45 2058 2031 2298 0.313 10 1 Collector!/ Local Road 800 15 2059 2298 2031 0.313 10 1 Collector!/ Local Road 800 15 2060 2041 2044 0.117 10 1 Collector /Local Road 800 15 2061 2044 2041 0.117 10 1 Collector!/ Local Road 800 15 2062 2088 2090 0.323 11 1 Collector!/ Local Road 1250 40 2063 2090 2088 0.323 11 1 Collector!/ Local Road 1250 40 2064 2313 2315 0.138 _ 11 1 Principal Arterial 1700 45 2065 2315 2313 0.138 _ 11 1 Principal Arterial 1700 45 2066 2316 2315 0.078 _ 11 1 Principal Arterial 1700 45 2067 2161 2317 0.17 _ 11 2 Principal Arterial 3300 45 2068 2107 2127 0.664 11 1 Major Arterial 1700 45 2069 2127 2107 0.664 11 1 Major Arterial 1700 45 2070 2115 2126 0.498 12 1 Minor Arterial 1200 35 2071 2126 2115 0.498 12 1 Minor Arterial 1200 35 2072 2118 2122 0.133 11 1 Major Arterial 1250 45 2073 2122 2118 10.133 11 1 Major Arterial 1250 45 2074 2167 2318 0.014 12 1 Minor Arterial 1200 35 2075 2318 2167 0.014 11 1 Minor Arterial 1250 40 2076 2319 2320 0.038 10 1 Collector!/ Local Road 800 10 2077 2320 2319 0.038 10 1 Collector!/ Local Road 800 10 2078 2277 2321 0.612 12 1 Ramp 1500 35 2079 2322 1563 1.163 12 1 Ramp 1500 35 2080 2273 2322 0.613 _ 11 2 Minor Arterial 3200 40 2081 2322 2273 0.613 11 2 Minor Arterial 3200 40 2082 2122 2142 0.347 11 1 Major Arterial 1700 45 2083 2142 2122 0.347 11 1 Major Arterial 1700 45 2084 2156 2173 0.379 _ 11 1 Major Arterial 1700 45 2085 2173 2156 0.379 11 1 Major Arterial 1700 45 2086 2173 2323 0.357 11 1 Major Arterial 1700 45 2087 2323 2173 0.357 11 1 Major Arterial 1700 45 2088 2250 2227 3.055 11 2 Principal Arterial 3700 55 2089 2326 2325 1.377 12 2 Freeway 4100 55 2090 2178 2324 0.032 11 1 Minor Arterial 1700 40 2091 2324 2178 0.032 11 1 Minor Arterial 1700 40 2092 2199 2326 0.028 11 1 Collector!/ Local Road 1700 40 2093 2326 2199 0.028 11 1 Collector!/ Local Road 1700 40 2094 2158 2172 0.314 11 1 MajorArterial 1700 40 2095 2172 2158 0.314 11 1 Major Arterial 1700 40 2096 2330 2331 0.318 10 1 Collector!/ Local Road 800 15 2097 2331 2330 0.318 10 1 Collector!/ Local Road 800 15 2098 2096 2103 1.062 11 1 Collector!/ Local Road 1250 40 2099 2103 2096 1.062 11 1 Collector!/ Local Road 1250 40 2100 2263 2333 0.044 10 1 Collector!/ Local Road 800 10 2101 2333 2263 0.044 10 1 Collector!/ Local Road 800 10 2102 2231 2240 0.261 11 1 Major Arterial 1700 45 2103 2240 2231 0.261 11 1 Major Arterial 1700 45 2104 1561 2259 0.092 11 1 Major Arterial 1700 1 45 12105 2259 1561 0.092 11 1 Major Arterial 1700 4 2106 2008F 2334 0.14 11 1 Principal Arterial 1600 45 2107 2334 2008 0.14 11 1 Principal Arterial 1600 45 Page 34 of 100 Appendix C - Page 35 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flow F(mh

________ ~(ml) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 2108 2012 2334 0.391 11 2 Minor Arterial 3200 40 2109 2292 2296 0.672 12 1 Ramp 1500 35 2110 2296 2292 0.672 12 1 Ramp 1500 35 2111 12238 2335 0.103 1 11 1 Minor Arterial 1700 40 2112 2335 2238 0.103 11 1 Minor Arterial 1700 40 2113 1582 2334 0.05 11 1 Principal Arterial 1600 45 2114 2334 1582 0.05 11 1 Principal Arterial 1600 45 2115 2226 2232 1.272 11 1 Major Arterial 1250 45 2116 2232 2226 1.272 11 1 Major Arterial 1250 45 2117 2339 2340 0.26 10 1 Collector / Local Road 800 10 2118 2340 2339 0.26 10 1 Collector / Local Road 800 10 2119 2341 2342 0.042 11 1 Collector /Local Road 1700 40 2120 2342 2341 0.042 11 1 Collector / Local Road 1700 40 2121 2018 2343 0.068 11 1 Minor Arterial 1700 40 2122 2343 2018 0.068 11 1 Minor Arterial 1700 40 2123 2342 2344 0.073 11 1 Collector / Local Road 1700 40 2124 2344 2342 0.073 11 1 Collector / Local Road 1700 40 2125 2346 2347 0.404 11 1 Minor Arterial 1250 40 2126 2347 2346 0.404 11 1 Minor Arterial 1250 40 2127 2349 2350 0.043 10 1 Collector / Local Road 800 15 2128 2350 2349 0.043 10 1 Collector / Local Road 800 15 2129 2024 2346 0.74 11 1 Minor Arterial 1250 40 2130 2346 2024 0.74 11 1 Minor Arterial 1250 40 2131 1990 2356 0.044 12 2 Freeway 4100 60 2132 2139 2299 1.116 12 2 Freeway 4100 55 2133 2325 2215 0.358 12 1 Ramp 1500 35 2134 2371 1327 0.012 11 2 Principal Arterial 3700 50 2135 2372 2373 0.055 11 1 Minor Arterial 1700 40 2136 2373 2372 0.055 11 1 Minor Arterial 1700 40 2137 2399 2400 0.043 11 1 Principal Arterial 1600 45 2138 2400 2399 0.043 11 2 Principal Arterial 3300 45 2139 2400 2401 0.165 11 1 Principal rterial 1700 45 2140 2401 2400 0.165 11 1 Principal Arterial 1700 45 2141 2402 2403 0.052 12 1 Principal Arterial 1700 35 2142 2403 2402 0.052 11 2 Principal Arterial 3300 45 2143 2404 2405 0.054 12 1 Principal Arterial 1600 35 2144 2405 2404 0.054 12 1 Principal Arterial 1600 35 2145 2405 2406 0.253 11 1 Principal Arterial 1600 55 2146 2406 2405 0.253 11 __1 Principal Arterial 1600 55 2147 1273 2407 0.26 11 1 Minor Arterial 1250 40 2148 2407 1273 0.26 11 1 Minor Arterial 1250 40 2149 2410 2411 0.121 11 1 Minor Arterial 1700 40 2150 2411 2410 0.121 11 1 Minor Arterial 1700 40 2151 2364 2414 0.021 11 1 Minor Arterial 1700 40 2152 2414 2364 0.021 11 1 Minor Arterial 1700 40 2153 2416 2417 1.017 10 1 Collector /Local Road 800 15 2154 2417 2416 1.017 10 1 Collector /Local Road 800 15 2155 1380 2421 0.146 11 1 Minor Arterial 1250 40 2156 2421 1380 0.146 11 1 Minor Arterial 1250 40 2157 2421 2422 0.116 11 1 Minor Arterial 1700 40 2158 2422 2421 0.116 11 1 Minor Arterial 1700 40 2159 1416 2424 0.024 11 1 Major Arterial 1250 45 2160 2424 1416 0.024 11 1 Major Arterial 1250 45 2161 1453 2424 0.032 11 1 Major Arterial 1250 45 2162 2424 1453 0.032 11 1 Major Arterial 1250 45 2163 2429 2430 0.089 11 1 Major Arterial 1700 45 2164 2430 2429 0.089 11 1 Major Arterial 1700 45 2165 1284 2433 0.076 11 1 Principal Arterial 1600 40 2166 2433 1284 0.076 11 1 Principal Arterial 1 1600 40 2167 2434 2435 0.05 11 1 Principal Arterial 1600 55 2168 2435 2434 0.05 11 2 Principal Arterial + 3300 45.

2169 2438 12439 0.465 11 1 Principal Arterial 1 1600 50 Page 35 of 100 Appendix C - Page 36 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 2170 2439 2438 0.465 11 1 Principal Arterial 1600 50 2171 2450 2451 0.035 11 1 Principal Arterial 1700 45 2172 2451 2450 0.035 11 2 Principal Arterial 3300 45 2173 2452 2453 0.196 1 12 1 Major Arterial 1200 35 2174 2453 2452 0.196 12 1 Major Arterial 1200 35 2175 2452 2454 0.048 12 1 Major Arterial 1700 35 2176 2454 2452 0.048 12 1 Major Arterial 1700 35 2177 1551 2459 0.352 11 2 Principal Arterial 3700 50 2178 2460 2461 0.516 _ 11 2 Minor Arterial 3200 45 2179 2461 2460 0.516 _ 11 2 Minor Arterial 3200 45 2180 2462 1552 0.398 _ 11 3 Principal Arterial 5550 55 2181 1552 1550 0.179 _ 11 3 Principal Arterial 5550 55 2182 2466 2468 0.241 10 1 Collector / Local Road 800 10 2183 2468 2466 0.241 10 1 Collector / Local Road 800 10 2184 2469 2470 0.05 10 1 Collector / Local Road 800 15 2185 2470 2469 0.05 10 1 Collector / Local Road 800 15 2186 2432 2469 0.163 10 1 Collector / Local Road 800 15 2187 2469 2432 0.163 10 1 Collector /Local Road 800 15 2188 2473 2474 0.09 11 1 Collector / Local Road 1700 40 2189 2474 2473 0.09 11 1 Collector / Local Road 1700 40 2190 2477 2478 0.048 11 1 Collector / Local Road 1700 40 2191 2478 2477 0,048 11 1 Collector / Local Road 1700 40 2192 2480 2481 0.609 10 1 Collector / Local Road 800 15 2193 2481 2480 0.609 10 1 Collector / Local Road 800 15 2194 2415 2417 0.526 10 1 Collector /Local Road 800 15 2195 2417 2415 0.526 10 1 Collector /Local Road 800 15 2196 2483 2484 0.117 10 1 Collector / Local Road 800 10 2197 2484 2483 0.117 10 1 Collector /Local Road 800 10 2198 2486 2487 0.109 __11 1 Collector / Local Road 1700 40 2199 2487 2486 0.109 __11 1 Collector / Local Road 1700 40 2200 2486 2490 0.2 55 11 1 Collector / Local Road 1250 40 2201 2490 2486 0.255 11 1 Collector / Local Road 1250 40 2202 2495 2496 0.122 10 1 Collector / Local Road 800 15 2203 2496 2495 0.122 10 1 Collector / Local Road 800 15 2204 2503 2504 0.055 10 1 Collector / Local Road 800 15 2205 2504 2503 0.055 10 1 Collector / Local Road 800 15 2206 1287 2512 0.043 11 1 Minor Arterial 1700 40 2207 2512 1287 0.043 11 1 Minor Arterial 1700 40 2208 1267 2518 0.054 11 1 Minor Arterial 1700 40 2209 2518 1267 0.054 11 1 Minor Arterial 1700 40 2210 2532 2533 0.227 11 1 Principal Arterial 1600 45 2211 2533 2532 0.227 11 1 Principal Arterial 1600 45 2212 2523 2536 0.437 11 1 Minor Arterial 1700 40 2213 2536 2523 0.437 11 1 Minor Arterial 1700 40 2214 2539 2518 0.059 11 1 Collector /Local Road 1700 40 2215 2505 2548 0.495 11 1 Major Arterial 1700 45 2216 2548 2505 0.495 11 1 Major Arterial 1700 45 2217 1356 2548 0.142 11 1 Major Arterial 1250 45 2218 2548 1356 0.142 11 1 MajorArterial 1250 45 2219 2366 2490 0.214 11 1 Collector / Local Road 1700 40 2220 2490 2366 0.214 11 1 Collector / Local Road 1700 40 2221 2468 2553 0.254 10 1 Collector / Local Road 800 15 2222 2553 2468 0.254 10 1 Collector / Local Road 800 15 2223 2555 2556 0.289 11 1 Minor Arterial 1250 40 2224 2556 2555 0.289 11 1 Minor Arterial 1250 40 2225 2397 2558 0.011 11 1 Minor Arterial 1250 40 2226 2558 2397 0.011 11 1 Minor Arterial 1250 40 2227 2401 2467 0.186 12 1 Principal Arterial 1700 35 2228 2467 2401 0.186 12 _ 1 Principal Arterial 1700 35 2229 1279 2434 0.5 11 1 Principal Arterial 16055 2230 2434 1279 0.5 11 1 Principal Arterial 1600 55 2231 1278 2406 0.685 11 1 Principal Arterial 1600 5 Page 36 of 100 Appendix C - Page 37 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft) LaRodwyeyp Rate (veh/hr) FF(mh 2232 2406 1278 0.685 11 1 Principal Arterial 1600 55 2233 2517 1294 0.605 11 2 Major Arterial 3200 45 2234 2564 2565 0.178 11 2 Principal Arterial 3700 50 2235 11074 2565 0.341 1 11 2 Major Arterial 3200 45 2236 2568 2569 0.022 11 1 Minor Arterial 1700 40 2237 2569 2568 0.022 11 1 Minor Arterial 1700 40 2238 2370 2572 0.006 11 1 Collector / Local Road 1700 40 2239 2572 2370 0.006 11 1 Collector / Local Road 1700 40 2240 1287 1291 0.028 11 1 Minor Arterial 1700 40 2241 1291 1287 0.028 11 1 Minor Arterial 1700 40 2242 2485 2487 0.134 11 1 Collector / Local Road 1700 40 2243 2487 2485 0.134 11 1___ Collector / Local Road 1700 40 2244 1350 2573 0.158 11 1 Major Arterial 1700 45 2245 2573 1350 0.158 11 1 Major Arterial 1700 45 2246 2574 1415 0.606 11 2 Principal Arterial 3300 45 2247 2576 2575 0.452 11 1 Principal Arterial 1600 45 2248 1414 2461 0.839 11 2 Minor Arterial 3200 45 2249 2461 1414 0.839 11 2 Minor Arterial 3200 45 2250 2457 2458 0.481 11 1 Major Arterial 1250 45 2251 2458 2457 0.481 11 1 Major Arterial 1250 45 2252 2453 2579 0.153 12 1 Major Arterial 1200 35 2253 2579 2453 0.153 12 1 Major Arterial 1200 35 2254 2582 2583 0.03 11 1 Collector / Local Road 1700 40 2255 2583 2582 0.03 _ 11 1___ Collector / Local Road 1700 40 2256 2593 2597 0.035 11 1 Major Arterial 1700 45 2257 2597 2593 0.035 _ 11 1 Major Arterial 1700 45 2258 1394 1438 0.046 11 1 Principal Arterial 1600 45 2259 1438 1394 0.046 _ 11 1 Principal Arterial 1600 45 2260 1365 2385 0.257 11 1 Major Arterial 1250 45 2261 2385 1365 0.257 11 1 Major Arterial 1250 45 2262 1375 2598 0.009 11 2 Principal Arterial 3300 45 2263 2598 1375 0.009 11 2 Principal Arterial 3300 45 2264 1480 1251 0.257 12 1 Ramp 1500 35 2265 1393 2395 0.096 11 1 Principal Arterial 1600 45 2266 2395 1393 0.096 11 1 Principal Arterial 1600 45 2267 2601 2602 0.05 11 1 Collector /Local Road 1700 40 2268 2602 2601 0.05 11 1 Collector / Local Road 1700 40 2269 2386 2607 0.068 11 1 Morrterial 1700 45 2270 2607 2386 0.068 11 1 Major Arterial 1700 45 2271 1546 2511 0.37 10 1 Collector /Local Road 800 15 2272 2511 1546 0.37 10 1 Collector /Local Road 800 15 2273 1395 1373 2.912 12 2 Freeway 4100 65 2274 605 2614 0.178 11 1 Major Arterial 1250 45 2275 2614 605 0.178 11 1 Major Arterial 1250 45 2276 542 2615 0.619 11 1 Minor Arterial 1250 40 2277 2615 542 0.619 11 1 Minor Arterial 1250 40 2278 2617 2616 0.921 11 1 Ramp 1500 55 2279 1993 2620 0.035 11 1 Prnia Arterial 1600 55 2280 2620 1993 0.035 11 2 Principal Arterial 3300 45 2281 1992 2620 0.021 11 1 Principal Arterial 1600 55 2282 2620 1992 0.021 11 2 Principal Arterial 3300 45 2283 2620 1995 0.244 10 1 Collector /Local Road 800 15 2284 866 2621 0.073 11 1 Principal Arterial 1700 45 2285 2621 866 0.073 11 1 Principal Arterial 1700 45 2286 814 2622 0.034 11 1 Major Arterial 1700 55 2287 2622 814 0.034 11 1 Major Arterial 1700 45 2288 909 2623 0.615 11 2 Ramp 3000 50 2289 952 2625 0.325 11 1 Major Arterial 1700 45 2290 2625 952 0.325 11 1 Major Arterial 1700 45 2291 1222 2537 0.021 11 1 1 Minor Arterial 1700 40 2292 12537 1222 0.021 11 1 Minor Arterial 1700 40 2293 12526 2541 0.295 11 2 Principal Arterial 1 3300 40 Page 37 of 100 Appendix C - Page 38 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link# D-Nde Lae UNodLengt engh Laneh Nmbe of NumbLaersf oaday ype RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) 2294 2626 2527 0.305 11 2 Principal Arterial 3300 40 2295 2546 1259 2.186 12 2 Freeway 4100 65 2296 1263 2547 2.225 12 2 Freeway 4100 65 2297 12587 2627 0.096 1 11 1 Minor Arterial 1700 40 2298 2627 2587 0.096 11 1 Minor Arterial 1700 40 2299 1264 1479 0.444 12 1 Ramp 1500 35 2300 2542 2633 0.028 11 1 Minor Arterial 1700 40 2301 2633 2542 0.028 11 1 Minor Arterial 1700 40 2302 2542 2634 10.024 12 1 Principal Arterial 1700 25 2303 2634 2542 0.024 12 1 Principal Arterial 1700 25 2304 2633 2634 0.03 11 1 Collector / Local Road 1700 40 2305 2585 2627 0.133 11 1 Collector / Local Road 1700 40 2306 2627 2585 0.133 11 1 Collector / Local Road 1700 40 2307 2541 2626 0.016 10 1 Collector / Local Road 800 15 2308 2626 2541 0.016 10 1 Collector / Local Road 800 15 2309 2584 2588 0.256 11 1 Minor Arterial 1250 40 2310 2588 2584 0.256 11 1 Minor Arterial 1250 40 2311 2583 2635 0.147 11 1 Collector / Local Road 1250 40 2312 2635 2583 0.147 11 1 Collector / Local Road 1250 40 2313 2529 2544 0.548 11 1 Principal Arterial 1600 40 2314 2544 2529 0.548 11 1 Principal Arterial 1600 40 2315 2532 2599 0.012 11 1 Principal Arterial 1600 45 2316 2599 2532 0.012 11 2 Principal Arterial 3300 45 2317 908 2639 0.377 12 2 Freeway 4100 60 2318 2639 2640 10.17 12 2 Freeway 4100 60 2319 2639 2641 0.13 12 1 Ramp 1500 35 2320 2641 2640 0.101 12 1 Ramp 1500 35 2321 2638 2642 0.02 _ 11 1 Collector / Local Road 1700 40 2322 2642 2638 0.02 _ 11 1 Collector / Local Road 1700 40 2323 2641 2643 0.088 11 1 Minor Arterial 1700 40 2324 2643 2641 0.088 _ 11 1 Minor Arterial 1700 4 2325 2638 2643 0.023 __11 1 Minor Arterial 1700 40 2326 2643 2638 0.023 11 1 Minor Arterial 1700 40 2327 2643 2642 0.03 11 1 Minor Arterial 1700 40 2328 946 2644 0.047 11 1 Minor Arterial 1700 40 2329 1528 2645 0.13 12 1 Ramp 1500 35 2330 2645 945 0.079 12 1 Ram p 1500 35 2331 2645 2646 0.03 12 1 Ramp 1500 35 2332 2646 2647 0.087 11 1 1 Minor Arterial 1700 40 2333 2647 2646 0.087 _ 11 1 Minor Arterial 1700 40 2334 953 2648 0.107 11 1 Minor Arterial 1700 40 2335 2648 953 0.107 _ 11 1 Minor Arterial 1700 40 2336 2644 2646 0.022 11 1 Minor Arterial 1700 40 2337 2651 2649 0.247 12 1 Ram p 1500 35 2338 2644 2651 0.032 12 1 Ramp 1500 35 2339 2646 2651 0.021 12 1 Ramp 1500 35 2340 2650 2648 0.257 12 1 Ramp 1500 35 2341 2647 2652 0.04 11 1 Minor Arterial 1700 40 2342 2652 2647 0.04 11 1 Minor Arterial 1700 40 2343 2648 2652 0.007 11 1 Minor Arterial 1700 40 2344 2652 2648 0.007 11 1 Minor Arterial 1700 40 2345 2647 2653 0.053 12 1 Ramp 1500 35 2346 2653 1531 0.199 12 1 Ramp 1500 35 2347 2652 2653 0.027 12 1 Ramp 1500 35 2348 2406 2654 0.25 10 1 Collector / Local Road 800 10 2349 2654 2406 0.25 10 1 Collector / Local Road 800 10 2350 2407 2556 0.103 11 1 Minor Arterial 1700 40 2351 2556 2407 0.103 11 1 Minor Arterial 1700 40 2352 2513 2655 0.009 10 1 Collector / Local Road 800 1 2353 2655 2513 0.009 10 1 Collector / Local Road 800 15 2354 2398 2553 10.459 1 10 1 Collector / Local Road 800 15 2355 12553 2398 10.459 1 10 1 Collector / Local Road 800 15 Page 38 of 100 Appendix C - Page 39 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length (mi) Lane(ft) Number Width Lanes of Roadway Type Rate (vehlhr)_FFS_(mph)

Satetion Flow ____(mph 2356 2465 2467 0.052 12 1 Principal Arterial 1700 35 2357 2467 2465 0.052 12 1 Principal Arterial 1700 35 2358 2402 2465 0.021 12 1 Principal Arterial 1700 35 2359 2465 2402 0.021 11 2 Principal Arterial 3300 45 2360 1808 2656 0.831 11 1 Minor Arterial 1700 40 2361 2656 1808 0.831 11 1 Minor Arterial 1700 40 2362 1712 2657 0.618 11 1 Major Arterial 1250 40 2363 2657 1712 0.618 11 1 Major Arterial 1250 40 2364 1723 2658 0.213 11 1 Principal Arterial 1600 45 2365 2658 1723 0.213 11 1 Principal Arterial 1600 45 2366 1712 2658 1.219 11 1 Principal Arterial 1600 45 2367 2658 1712 1.219 11 1 Principal Arterial 1600 45 2368 2513 1551 1.602 11 2 Principal Arterial 3700 50 2369 906 910 0.059 11 1 Major Arterial 1250 40 2370 910 906 0.059 11 1 Major Arterial 1250 40 2371 1045 1049 0.086 11 1 Principal Arterial 1700 45 2372 2440 2475 0.584 11 1 Principal Arterial 1600 50 2373 2475 2440 0.584 11 1 Principal Arterial 1600 50 2374 2506 2662 0.179 12 1 Major Arterial 1200 30 2375 2662 2506 0.179 12 1 Major Arterial 1200 30 2376 2549 2550 0.009 11 1 Major Arterial 1250 45 2377 2550 2549 0.009 11 1 Major Arterial 1250 45 2378 2663 2664 0.309 10 1 Collector / Local Road 800 15 2379 2664 2663 0.309 10 1 Collector / Local Road 800 15 2380 1665 1672 2.11 11 1 Minor Arterial 1700 40 2381 1672 1665 2.11 11 1 Minor Arterial 1700 40 2382 1188 2667 0.213 11 2 Major Arterial 3200 45 2383 2667 1188 0.213 11 2 Major Arterial 3200 45 2384 2392 2668 0.272 11 1 Principal Arterial 1600 40 2385 2668 2392 0.272 11 1 Principal Arterial 1600 40 2386 2668 2669 0.026 11 1 Principal Arterial 1600 40 2387 2669 2668 0.026 11 2 Principal Arterial 3300 45 2388 2469 2670 0.07 10 1 Collector / Local Road 800 15 2389 2670 2469 0.07 10 1 Collector / Local Road 800 15 2390 2432 2670 0.166 11 1 Principal Arterial 1600 40 2391 2670 2432 0.166 11 1 Principal Arterial 1600 40 2392 1283 2670 0.064 11 1 Principal Arterial 1600 40 2393 2670 1283 0.064 11 1 Principal Arterial 1600 40 2394 1434 2501 0.232 11 1 Minor Arterial 1700 40 2395 2501 1434 0.232 11 1 Minor Arterial 1700 40 2396 2479 2672 0.008 11 1 Collector / Local Road 1700 40 2397 2672 2479 0.008 11 1 Collector / Local Road 1700 40 2398 2419 2493 0.016 11 1 Major Arterial 1700 45 2399 2493 2419 0.016 11 1 Major Arterial 1700 45 2400 1436 2374 0.127 11 2 Major Arterial 3200 45 2401 2374 1436 0.127 11 2 Major Arterial 3200 45 2402 2494 2578 0.245 11 1 Major Arterial 1700 45 2403 2578 2494 0.245 11 1 Major Arterial 1700 45 2404 2500 2663 0.345 11 2 Major Arterial 3200 45 2405 2663 2500 0.345 11 2 Major Arterial 3200 45 2406 1434 2596 0.378 11 1 Major Arterial 1700 45 2407 2596 1434 0.378 11 1 Major Arterial 1700 45 2408 2438 2476 0.372 11 1 Principal Arterial 1700 50 2409 2476 2438 0.372 11 1 Principal Arterial 1700 50 2410 2515 2593 0.324 11 1 Minor Arterial 1700 40 2411 2593 2515 0.324 11 1 Minor Arterial 1700 40 2412 2392 2471 0.377 11 1 Principal Arterial 1600 40 2413 2471 2392 0.377 11 1 Principal Arterial 1600 40 2414 1282 1385 1.101 11 2 Principal Arterial 3300 45 2415 1385 1282 1.101 11 2 Principal Arterial 3300 45 2416 1286 2383 0.356 11 1 Major Arterial 1250 45 2417 2383 1286 0.356 11 1 Major Arterial 1250 45 Page 39 of 100 Appendix C - Page 40 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roadway Type Ratraeio Fleowr ___(mph)

Link#

UNod D-ode (mi) Width (ft) Lanes Rate________

2418 2363 2676 0.016 11 1_ Collector /Local Road 1700 40 2419 2676 2363 0.016 11 1_ Collector / Local Road 1700 40 2420 2487 2488 0.114 11 1_ Collector / Local Road 1700 40 2421 12488 2487 0.114 1 11 1 Collector / Local Road 1700 40 2422 2678 1525 0.666 12 1 Ramp 1500 35 2423 895 2679 0.522 11 1 Ramp 1500 55 2424 2679 2680 0.485 11 1 Ram p 1500 55 2425 2616 2618 0.101 11 1 Ramp 1500 55 2426 2618 2616 10.101 11 1 Ramp 1500 55 2427 911 2681 0.155 12 2 Freeway 4100 60 2428 899 2684 0.191 12 1 Ramp 1500 35 2429 891 888 0.177 11 1 Principal Arterial 1700 45 2430 2685 900 0.962 11 2 Ramp 3000 50 2431 1523 2688 0.288 12 1 Ramp 1500 35 2432 2688 896 0.853 1 12 1 Ramp 1500 35 2433 894 892 0.298 11 2 Principal Arterial 3300 45 2434 1524 2689 0.532 11 1 Ramp 1500 55 2435 949 1527 0.135 12 1 Ramp 1500 35 2436 944 1530 0.351 12 1 Ramp 1500 35 2437 1790 1792 0.622 11 1 Ramp 1500 55 2438 1792 1790 0.622 11 1 Ramp 1500 55 2439 498 2690 0.118 _ 12 2 Freeway 4100 60 2440 2330 2332 0.04 11 1 Minor Arterial 1700 40 2441 2332 2330 0.04 _ 11 1 Minor Arterial 1700 40 2442 2033 2035 0.199 11 1 ___ Minor Arterial 1250 40 2443 2035 2033 0.199 _ 11 1 ___ Minor Arterial 1250 40 2444 2174 2323 0.224 11 1 ___ Major Arterial 1250 45 2445 2323 2174 0.224 11 1 ___ Major Arterial 1250 45 2446 2216 2222 0.211 11 1 Minor Arterial 1700 40 2447 2222 2216 0.211 11 1 Minor Arterial 1700 40 2448 2223 2304 0.121 11 1 Major Arterial 1250 45 2449 2304 2223 0.121 11 1 Major Arterial 1250 45 2450 2163 2317 0.179 11 1 Minor Arterial 1700 40 2451 2317 2316 0.178 11 1 Principal Arterial 1700 45 2452 2188 2201 1.966 11 1 Major Arterial 1250 45 2453 2201 2188 1.966 11 1 Major Arterial 1250 45 2454 2693 553 0.749 11 1 Minor Arterial 1250 40 2455 613 617 0.289 11 1 Minor Arterial 1700 40 2456 617 613 0.289 11 1 Minor Arterial 1700 40 2457 646 650 0.293 11 1 Minor Arterial 1700 40 2458 650 646 0.293 11 1 Minor Arterial 1700 40 2459 623 1496 1.352 12 2 Freeway 4100 55 2460 569 1495 6.053 12 2 Freeway 4100 55 2461 610 586 3.211 12 2 Freeway 4100 55 2462 624 649 4.644 12 2 Freeway 4100 55 2463 1497 654 1.109 12 2 Freeway 4100 55 2464 550 561 0.876 11 2 Minor Arterial 3200 40 2465 561 550 0.876 12 2 Freeway 3200 40 2466 583 592 0.742 12 1 Ramp 1500 35 2467 2285 2694 0.146 10 1 Collector / Local Road 800 15 2468 2694 2285 0.146 10 1 Collector / Local Road 800 15 2469 2286 2289 0.88 11 1 Collector / Local Road 1700 40 2470 2289 2286 0.88 11 1 Collector / Local Road 1700 40 2471 1633 2287 0.205 11 2 Collector / Local Road 3200 40 2472 2287 1633 0.205 11 2 Collector / Local Road 3200 40 2473 564 566 0.34 11 2 Minor Arterial 3200 40 2474 566 564 0.34 12 2 Freeway 3200 40 2475 2209 2215 0.222 11 1 Minor Arterial 1700 40 2476 2215 2209 0.222 11 1 Minor Arterial 1700 40 12477 2325 2214 10.877 12 1 2 Freeway 4100 55 247 236 2148 1.97 12 2 Freeway 105 2479 2135 2138 10.138 12 1 Principal Arterial 1700 35 Page 40 of 100 Appendix C - Page 41 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft) Lanes __________ Rate (vehlhr) 2480 2138 2135 0.138 11 1 Principal Arterial 1700 45 2481 2147 2139 1.204 12 2 Freeway 4100 55 2482 232 2696 0.28 11 2 Principal Arterial 3300 45 2483 1 261 262 0.039 1 11 1 Minor Arterial 1700 40 2484 262 261 0.039 11 1 Minor Arterial 1700 40 2485 333 327 0.098 12 1 Ramp 1500 35 2486 487 489 0.092 12 2 Freeway 4100 55 2487 338 322 0.089 12 2 Freeway 4100 55 2488 326 331 0.094 12 1 Ramp 1500 35 2489 440 1202 0.894 11 1 Ramp 1500 55 2490 532 528 1.237 12 2 Freeway 4100 65 2491 527 1516 0.592 11 1 Ramp 1500 55 2492 523 527 0.544 12 1 Ramp 1500 35 2493 1202 2699 0.391 11 1 Ramp 1500 55 2494 1510 2699 0.775 11 1Ramp 1500 55 2495 525 433 0.414 12 1 Ramp 1500 35 2496 2700 530 0.362 11 1 Ramp 1500 55 2497 2699 520 0.593 11 1 Ramp 1500 55 2498 523 520 0.774 _ 12 1 Ramp 1500 35 2499 1509 2701 0.474 11 1 Ramp 1500 55 2500 2701 529 0.311 11 1 Ramp 1500 55 2501 2701 1517 0.857 11 1 Ram p 1500 55 2502 524 1511 1.223 11 1 Ramp 1500 55 2503 2702 434 0.592 11 1 Minor Arterial 1700 40 2504 430 435 0.111 1 11 1 Major Arterial 1700 45 2505 435 430 0.111 11 1 Major Arterial 1700 45 2506 2686 2678 1.481 11 1 Ramp 1500 55 1 2507 2678 895 1.05 11 1 Ramp 1500 55 2508 897 901 0.487 12 2 Freeway 4100 65 2509 1526 899 0.687 12 1 Ramp 1500 35 2510 2679 2684 0.944 11 1 1 Ramp 1500 55 2511 1522 875 2.375 11 1 Ramp 1500 55 2512 872 875 1.57 11 1 Ramp 1500 55 2513 1534 862 0.72 12 3 Freeway 6150 50 2514 857 850 0.21 12 2 Freeway 4100 50 2515 384 392 0.28 12 1 Ramp 1500 35 2516 391 1203 0.09 11 1 Major Arterial 1700 45 2517 1203 391 0.09 11 1 Major Arterial 1700 45 2518 2703 2683 0.393 11 1 Ramp 1500 55 2519 2684 2617 0.172 11 1 Ramp 1500 55 2520 2687 2688 0.433 12 1 Ramp 1500 35 2521 2703 2617 0.347 11 1 Ramp 1500 55 2522 898 2703 0.154 11 1 Ramp 1500 55 2523 854 852 0.249 11 1 Major Arterial 1250 45 2524 851 853 0.254 11 1 Major Arterial 1250 45 2525 2624 2704 0.37 11 1 Ramp 1500 55 2526 860 2705 0.161 12 2 Freeway 4100 50 2527 320 1536 0.272 12 1 Ramp 1500 35 2528 1195 318 0.448 12 1 Ramp 1500 35 1 2529 539 2706 0.282 12 2 Freeway 4100 65 2530 2707 536 0.263 12 2 Freeway 4100 65 2531 457 459 0.094 11 1 Principal Arterial 1700 45 2532 459 457 0.094 11 1 Principal Arterial 1700 45 2533 1515 537 0.341 12 1 Ramp 1500 35 2534 1515 539 0.459 12 2 Freeway 4100 65 2535 1558 1559 0.836 12 1 Ramp 1500 35 2536 1559 1558 0.836 12 1 Ramp 1500 35 2537 248 2637 0.706 11 1 Collector / Local Road 1250 40 2538 2637 248 0.706 11 1 Collector / Local Road 1250 40 2539 249 256 0.619 11 1 Major Arterial 1250 45 2540 256 249 0.619 11 1 Major Arterial 1250 45 2541 544 2708 0.103 11 1 1Collector/Iocal Road 1250 4 Page 41 of 100 Appendix C - Page 42 of 117

Appendix C Limerick NGS AppedixNetwork LimrickNGSRoadway Data Table Link # U-Node D-Node Legh Ln ubro oda ye Saturation Flow FFS (mph)

_______ (mi) Width (ft) Lanes Rate________

2542 2708 544 0.103 11 1 Collector / Local Road 1250 40 2543 668 2709 0.06 12 2 Mao rerial 2700 30 2544 2709 668 0.06 12 1 Major Arterial 1200 30 2545 1 671 2709 0.36 12 1 1 Major Arterial 1200 35 2546 2709 671 0.36 12 2 Major Arterial 2700 35 2547 719 729 0.45 11 3 Principal Arterial 4950 45 2548 729 719 0.45 11 3 Principal Arterial 4950 45 2549 730 1498 0.773 12 1 Ramp 1500 35 2550 761 731 7.043 12 2 Freeway 4100 55 2551 760 765 0.298 11 2 Minor Arterial 3200 40 2552 765 760 0.298 11 2 Minor Arterial 3200 40 2553 2157 2166 0.19 11 1 Principal Arterial 1600 45 2554 2166 2157 0.19 11 1 Principal Arterial 1600 45 2555 2702 1513 1.246 12 1 Ramp 1500 35 2556 1512 2712 1.266 12 1 Ramp 1500 35 2557 422 2713 0.497 11 1 Minor Arterial 1250 40 2558 2713 422 0.497 11 1 Minor Arterial 1250 40 2559 400 405 0.199 11 2 Minor Arterial 3200 40 2560 405 400 0.199 11 2 Minor Arterial 3200 40 2561 395 399 0.43 11 1 Collector / Local Road 1700 40 2562 399 395 0.43 11 1 Collector / Local Road 1700 40 2563 511 513 0.268 12 2 Freeway 4100 65 2564 381 393 0.544 11 1 Minor Arterial 1700 40 2565 393 381 0.544 11 1 Minor Arterial 1700 40 2566 493 2690 0.905 11 1 1 Ramp 1500 55 2567 499 371 0.106 12 3 Freeway 6150 65 2568 497 494 10.602 12 2 Freeway 4100 60 2569 378 382 0.081 11 1 Collector / Local Road 1700 45 2570 382 378 0.081 11 1 Collector / Local Road 1700 45 2571 504 2716 0.959 11 1 Ramp 1500 55 2572 383 1518 0.031 11 2 Minor Arterial 3200 40 2573 1518 383 0.031 11 2 Minor Arterial 3200 45 2574 503 500 10.508 11 1 Ramp 1500 55 2575 1505 501 0.305 11 1 Ramp 1500 55 2576 1452 2716 0.239 12 1 Ramp 1500 35 2577 2717 1502 0.232 12 3 Freeway 6150 65 2578 376 379 0.607 11 1 Collector / Local Road 1700 45 2579 379 376 0.607 11 1 Collector / Local Road 1700 45 2580 495 1507 0.789 12 3 Freeway 6150 65 2581 375 502 0.03 11 3 Major Arterial 3700 50 2582 1514 376 0.027 11 1 Major Arterial 1700 50 2583 506 2717 0.32 12 2 Freeway 4100 65 2584 1507 507 1.428 11 1 Ramp 1500 55 2585 505 1506 1.064 11 1 Ram p 1500 55 2586 1504 509 0.369 11 1 Ramp 1500 55 2587 367 1501 0.383 12 3 Freeway 6150 65 2588 367 493 0.718 11 1 Ramp 1500 55 2589 164 182 0.506 12 2 Freeway 4100 55 2590 591 1554 0.291 12 1 Ramp 1500 35 2591 579 1494 0.799 12 2 Freeway 4100 60 2592 2050 2053 0.069 11 1 Minor Arterial 1250 40 2593 2053 2050 0.069 11 1 Minor Arterial 1250 40 2594 2008 2012 0.569 11 2 Minor Arterial 3200 40 2595 2083 2084 0.04 11 1 Minor Arterial 1700 40 2596 2084 2083 0.04 11 ~ 1- Minor Arterial 1700 40 2597 2069 2303 0.179 11 1 Minor Arterial 1250 40 2598 2303 2069 0.179 11 __1 Minor Arterial 1250 40 2599 1996 1997 0.431 11 1 Principal Arterial 1600 55 2600 1997 1996 0.431 11 1 Principal Arterial 1 1600 55 2601 2021 2298 0.363 10 1 Collector / Local Road 800 15 2602 2298 2021 0.363 -r 10 1 Collector / Local Road 800 15 2603 2031 2032 0.342 11 1 Minor Arterial 1250 40 Page 42 of 100 Appendix C - Page 43 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S~~~(ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

2604 2032 2031 0.342 11 1 Minor Arterial 1250 40 2605 2119 2123 0.073 11 1 Major Arterial 1700 45 2606 2123 2119 0.073 11 1 Major Arterial 1700 45 2607 1 486 481 0.065 1 12 1 Ramp 1500 35 2608 1194 1484 0.349 11 1 Ramp 1500 55 2609 307 2720 0.081 11 1 Principal Arterial 1700 45 2610 1478 1553 0.122 11 1 Collector /Local Road 1700 40 2611 314 482 0.129 12 2 Freeway 4100 60 2612 2718 466 10.169 11 1 Minor Arterial 1700 40 2613 300 2722 0.054 10 1 Collector / Local Road 800 15 2614 300 2723 0.007 11 1 Collector / Local Road 1700 40 2615 2723 470 0.051 11 1 Collector / Local Road 1700 40 2616 2721 2723 0.055 10 1 Collector I Local Road 800 15 2617 2721 2722 0.009 10 1 Collector / Local Road 800 10 2618 2722 2721 0.009 10 1 Collector/I Local Road 800 10 2619 2069 2070 0.021 11 1 Minor Arterial 1700 40 2620 2070 2069 0.021 _ 11 1 Minor Arterial 1700 40 2621 2724 311 0.089 11 1 Principal Arterial 1700 45 2622 1948 2725 0.025 11 1 Principal Arterial 1600 45 2623 2725 1948 0.025 11 1 Principal Arterial 1600 45 2624 2000 2726 0.043 11 1 Principal Arterial 1600 45 2625 2726 2000 0.043 11 1 Principal Arterial 1600 45 2626 1553 294 0.059 11 1 Collector / Local Road 1700 40 2627 2356 1987 1.164 12 2 Freeway 4100 60 2628 2355 2357 1.164 12 2 Freeway 4100 60 2629 1986 1987 0.978 12 1 Ramp 1500 35 2630 1988 2355 0.639 12 1 Ramp 1500 35 2631 2355 1988 0.639 12 1 Ramp 1500 35 2632 1269 2727 0.367 11 2 Principal Arterial 3300 40 2633 2727 2728 0.344 10 1 Collector / Local Road 800 15 2634 2728 2727 0.344 10 1 Collector / Local Road 800 15 2635 2538 2729 0.223 10 1 Collector / Local Road 800 15 2636 2729 2538 0.223 10 1 Collector /Local Road 800 15 2637 2134 2732 0.077 11 1 Major Arterial 1700 45 2638 2732 2134 0.077 11 1 Major Arterial 1700 45 2639 2123 2732 0.111 11 1 Major Arterial 1700 45 2640 2732 2123 0.111 11 1 Major Arterial 1700 45 2641 2134 2733 0.058 11 1 Minor Arterial 1700 40 2642 2733 2134 0.058 11 1 Minor Arterial 1700 40 2643 2722 2739 0.122 10 1 Collector / Local Road 800 10 2644 2739 2722 0.122 10 1 Collector / Local Road 800 10 2645 2667 2740 0.35 10 1 Collector / Local Road 800 15 2646 2740 2667 0.35 10 1 Collector / Local Road 800 15 2647 721 2741 0.806 10 1 Collector / Local Road 800 15 2648 2741 721 0.806 10 1 Collector / Local Road 800 15 2649 588 2745 0.332 11 1 Collector / Local Road 1200 45 2650 2745 588 0.332 11 1 Collector / Local Road 1200 45 2651 601 2746 1.093 10 1 Collector / Local Road 800 15 2652 2746 601 1.093 10 1 Collector / Local Road 800 15 2653 2065 2750 0.948 10 1 Collector / Local Road 800 15 2654 2750 2065 0.948 10 1 Collector / Local Road 800 15 2655 1686 2753 0.284 10 1 Collector / Local Road 800 15 2656 2753 1686 0.284 10 1 Collector / Local Road 800 15 2657 1685 2754 0.063 10 1 Collector / Local Road 800 15 2658 2754 1685 0.063 10 1 Collector / Local Road 800 15 2659 1719 2755 0.269 10 1 Collector / Local Road 800 15 2660 2755 1719 0.269 10 1 Collector / Local Road 800 15 2661 1733 2757 0.642 11 1 Minor Arterial 1250 40 2662 2757 1733 0.642 11 1 1 Minor Arterial 1250 40 12663 1743 2758 1.824 11 1 Major Arterial 1250 1 45 12664 2758i 1743 1.824 1 11 1 Major Arterial 1250 45 L2665 11731 2760 10.161 1 10 1 Collector /Local Road 800 15 Page 43 of 100 Appendix C - Page 44 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

UNd Link#

UNod -oe D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type StrateonvFhowr Rate_______ ___(mph) 2666 2760 1731 0.161 10 1 Collector / Local Road 800 15 2667 2502 2763 0.711 12 1 Major Arterial 1700 35 2668 2763 2502 0.711 12 1 Major Arterial 1700 35 2669 12596 2763 0.171 1 12 1 Major Arterial 1700 35 2670 2763 2596 0.171 12 1 Major Arterial 1700 35 2671 1161 1165 0.863 10 1 Collectorl/Local Road 800 15 2672 1165 1161 0.863 10 1 Collector /Local Road 800 15 2673 1636 2765 0.834 11 1 Minor Arterial 1250 40 2674 2765 1636 10.834 11 1 Minor Arterial 1250 40 2675 1 2745 __1.164 11 1 Collector / Local Road 1200 45 2676 2745 1 __1.164 11 1 Collector / Local Road 1200 45 2677 2 2753 1.064 10 1 Collector/I Local Road 800 25 2678 2753 2 1.064 10 1 Collector / Local Road 800 25 2679 3 2742 0.497 10 1 Collector / Local Road 800 25 2680 2742 3 0.497 10 1 Collector / Local Road 800 25 2681 4 698 0.992 10 1~ Collector / Local Road 800 25 2682 698 4 0.992 10 1 Collector / Local Road 800 25 2683 5 637 0.228 10 1 Collector / Local Road 800 25 2684 637 5 0.228 10 1 Collector / Local Road 800 25 2685 6 2746 0.039 10 1 Collector / Local Road 800 25 2686 2746 6 10.039 10 1 Collector / Local Road 800 25 2687 7 587 0.124 10 1 Collector / Local Road 800 25 2688 587 7 0.124 10 1 Collector / Local Road 800 25 2689 8 1562 1.201 10 1 Collector /Local Road 800 25 2690 1562 8 1.201 10 1 Collector /Local Road 800 25 2691 9 2338 0.201 10 1 Collector / Local Road 800 25 2692 2338 9 0.201 10 1 Collector / Local Road 800 25 2693 10 2246 0.671 10 1 Collector/ Local Road 800 25 2694 2246 10 0.671 10 1 Collector / Local Road 800 25 2695 11 2743 0.024 10 1 Collector / Local Road 800 25 2696 2743 11 0.024 10 1 Collector / Local Road 800 25 2697 12 2744 0.107 10 1 Collector / Local Road 800 25 2698 2744 12 0.107 10 1 Collector /Local Road 800 25 2699 13 672 0.389 10 1 Collector / Local Road 800 25 2700 672 13 0.389 10 1 Collector / Local Road 800 25 2701 14 1704 0.333 10 1 Collector / Local Road 800 25 2702 1704 14 0.333 10 1 Collector /Local Road 800 25 2703 15 1689 0.621 10 1 Collector / Local Road 800 25 2704 1689 15 0.621 10 1 Collector / Local Road 800 25 2705 16 2752 0.033 10 1 Collector / Local Road 800 25 2706 2752 16 0.033 10 1 Collector / Local Road 800 25 2707 17 1953 0.414 10 1 Collector / Local Road 800 25 2708 1953 17 0.414 10 1 Collector /Local Road 800 25 2709 18 1708 1.827 10 1 Collector / Local Road 800 25 2710 1708 18 1.827 10 1 Collector /Local Road 800 25 2711 19 1921 0.205 10 1 Collector /Local Road 800 25 2712 1921 19 0.205 10 1 Collector /Local Road 800 25 2713 20 2754 0.801 10 ~ 1 Collector / Local Road 800 25 2714 2754 20 0.801 10 1 Collector / Local Road 800 25 2715 21 1615 0.36 10 1 Collector /Local Road 800 25 2716 1615 21 0.36 10 1 Collector /Local Road 800 25 2717 22 1668 1.579 10 1 Collector /Local Road 800 25 2718 1668 22 1.579 10 1 Collector /Local Road 800 25 2719 23 1911 0.319 10 1 Collector /Local Road 800 25 2720 1911 23 10.319 10 1 Collector /Local Road .800 25 2721 24 693 0.544 10 1 Collector / Local Road 800 25 2722 693 24 0.544 10 1 Collector / Local Road 800 25 2723 25 1974 0.949 10 1 Collector / Local Road 800 25 2724 1974 25 0.949 10 ~ 1 Collector / Local Road 800 25 2725 26 11654 0.406 10 1 Collector / Local Road 800 25 2726 1654 26 0.406 10 1 Collector / Local Road 800 25 r2727 27 1652 0.192 -f 10 1 Collector / Local Road 800 25 Page 44 of 100 Appendix C - Page 45 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node 0-Node Length Lane Number of Roda ye Saturation Flow F(mh

- - C~~~mi)Width (ft) Lanes Roda ye Rate (veh/hr)FS(mh 2728 1652 27 0.192 10 1 Collector / Local Road 800 25 2729 28 2694 0.635 10 1 Collector / Local Road 800 25 2730 2694 28 0.635 10 1 Collector / Local Road 800 25 2731 1 29 2310 1.074 1 10 1 Collector /Local Road 800 25 2732 2310 29 1.074 10 1 Collector /Local Road 800 25 2733 30 2306 0.288 10 1 Collector / Local Road 800 25 2734 2306 30 0.288 10 1 Collector / Local Road 800 25 2735 31 2307 0.211 10 1 Collector / Local Road 800 25 2736 2307 31 10.211 10 1 Collector /Local Road 800 25 2737 32 2333 0.304 10 1 Collector / Local Road 800 25 2738 2333 32 0.304 10 1 Collector / Local Road 800 25 2739 33 2244 0.399 10 1 Collector / Local Road 800 25 2740 2244 33 0.399 10 1 Collector / Local Road 800 25 2741 34 2211 0.469 10 1 Collector / Local Road 800 25 2742 2211 34 0.469 10 1 1Collector / Local Road 800 25 2743 35 1547 0.279 10 1 Collector / Local Road 800 25 2744 1547 35 0.279 10 1 Collector / Local Road 800 25 2745 36 2353 0.397 10 1 Collector / Local Road 800 25 2746 2353 36 0.397 10 1 Collector / Local Road 800 25 2747 37 2213 0.519 10 1 Collector / Local Road 800 25 2748 2213 37 0.519 10 1 Collector / Local Road 800 25 2749 38 2340 0.084 10 1 Collector / Local Road 800 25 2750 2340 38 0.084 10 1 Collector / Local Road 800 25 2751 39 2747 0.168 10 1 Collector / Local Road 800 25 2752 2747 39 0. 168 10 1 Collector / Local Road 800 25 2753 40 2248 0.676 10 1 Collector / Local Road 800 25 2754 2248 40 0.676 10 1 Collector / Local Road 800 25 2755 41 1574 0.572 10 1 Collector / Local Road 800 25 2756 1574 41 0.572 10 1 .Collector / Local Road 800 25 2757 42 712 0.792 10 1 Collector / Local Road 800 25 2758 712 42 0.792 10 1 Collector / Local Road 800 25 2759 43 2741 0.613 10 1 Collector/I Local Road 800 25 2760 2741 43 0.613 10 1 Collector / Local Road 800 25 2761 44 2756 0.184 10 1 Collector / Local Road 800 25 2762 2756 44 0.184 10 1 Collector / Local Road 800 25 2763 45 1727 0.442 10 1 Collector / Local Road 800 25 2764 1727 45 0.442 10 1 Collector / Local Road 800 25 2765 46 2659 0.595 10 1 Collector / Local Road 800 25 2766 2659 46 10.595 10 1 Collector / Local Road 800 25 2767 47 2755 0.476 10 1 Collector / Local Road 800 25 2768 2755 47 0.476 10 1 Collector / Local Road 800 25 2769 48 2180 1.218 10 1 Collector /Local Road 800 25 2770 2180 48 1.218 10 1 Collector /Local Road 800 25 2771 49 2320 0.776 10 1 Collector / Local Road 800 25 2772 2320 49 0.776 10 1 Collector / Local Road 800 25 2773 50 2197 0.884 10 1 Collector / Local Road 800 25 2774 2197 50 0.884 10 1 Collector / Local Road 800 25 2775 51 2328 0.41 10 _ 1 Collector / Local Road 800 25 2776 2328 51 0.41 10 1 Collector/ Local Road 800 25 2777 52 2735 0.213 10 1 Collector / Local Road 800 25 2778 2735 52 0.213 10 1 Collector / Local Road 800 25 2779 53 2613 0.37 10 1 Collector / Local Road 800 25 2780 2613 53 0.37 10 1 Collector / Local Road 800 25 2781 54 593 2.61 10 1 Collector /Local Road 800 25 2782 593 54 2.61 10 1 Collector / Local Road 800 25 2783 55 2736 0.528 10 1 Collector / Local Road 800 25 2784 2736 55 0.528 10 1 Collector / Local Road 800 25 2785 56 661 0.267 10 1 Collector / Local Road 800 25 2786 661 56 0.267 10 1 Collector / Local Road 800 2 2787 57 728 1.116 10 1 Collector / Local Road 800 25 2788 728 57 1.116 t 10 1 Collector /Local Road 800 25 2789 58 2748 0.67 1 10 1 Collector / Local Road 800 25 Page 45 of 100 Appendix C - Page 46 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Lik -Nd DNoe Length Lane Number of Roadway Type Ratraeio Fvelowhr (ph Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF3 mph 2790 2748 58 0.67 10 1 Collector!/ Local Road 800 25 2791 59 741 0.189 10 1 Collector!/ Local Road 800 25 2792 741 59 0.189 10 1 Collector!/ Local Road 800 25 2793 60 2611 0.329 10 1 Collector!/ Local Road 800 25 2794 2611 60 0.329 10 1 Collector / Local Road 800 25 2795 61 1431 0.197 10 1 Collector!/ Local Road 800 25 2796 1431 61 0.197 10 1 Collector!/ Local Road 800 25 2797 62 768 0.364 10 1 Collector!/ Local Road 800 25 2798 768 62 0.364 10 ~ 1 Collector!/ Local Road 800 25 2799 63 794 0.331 10 1 Collector!/ Local Road 800 25 2800 794 63 0.331 10 1 Collector!/ Local Road 800 25 2801 64 1617 1.412 10 1 Collector /Local Road 800 25 2802 1617 64 1.412 10 1 Collector /Local Road 800 25 2803 65 1577 1.332 10 1 Collector!/ Local Road 800 25 2804 1577 65 1.332 10 1 Collector!/ Local Road 800 25 2805 66 1576 0.522 10 1 Collector!/ Local Road 800 25 2806 1576 66 0.522 10 1 Collector!/ Local Road 800 25 2807 67 758 0.334 10 1 Collector!/ Local Road 800 25 2808 758 67 0.334 10 1 Collector!/ Local Road 800 25 2809 68 1454 0.833 10 1 Collector!/ Local Road 800 25 2810 1454 68 0.833 10 1 Collector!/ Local Road 800 25 2811 69 2492 0.602 10 1 Collector / Local Road 800 25 2812 2492 69 0.602 10 1 Collector!/ Local Road 800 25 2813 70 2759 0.684 10 1 Collector!/ Local Road 800 25 2814 2759 70 0.684 10 1 Collector!/ Local Road 800 25 2815 71 1611 1.015 10 1 Collector /Local Road 800 25 2816 1611 71 1.015 10 1 Collector /Local Road 800 25 2817 72 1957 0.908 10 1 Collector!/ Local Road 800 25 2818 1957 72 0.908 10 1 Collector!/ Local Road 800 25 2819 73 2757 0.562 10 1 Collector!/ Local Road 800 25 2820 2757 73 0.562 10 1 - Collector!/ Local Road 800 25 2821 74 1907 0.396 10 1 Collector!/ Local Road 800 25 2822 1907 74 0.396 10 1 Collector!/ Local Road 800 25 2823 75 2758 1.49 10 1 Collector!/ Local Road 800 25 2824 2758 75 1.49 10 1 Collector!/ Local Road 800 25 2825 76 2760 0.563 10 1 Collector!/ Local Road 800 25 2826 2760 76 0.563 10 1 Collector!/ Local Road 800 25 2827 77 2761 0.879 10 1 Collector!/ Local Road 800 25 2828 2761 77 0.879 10 1 Collector!/ Local Road 800 25 2829 78 2510 0.811 10 1 Collector!/ Local Road 800 25 2830 2510 78 0.811 10 1 Collector!/ Local Road 800 25 2831 79 2508 0.561 10 1 Collector!/ Local Road 800 25 2832 2508 79 0.561 10 1 Collector!/ Local Road 800 25 2833 80 2481 0.511 10 1 Collector!/ Local Road 800 25 2834 2481 80 0.511 10 1 Collector /Local Road 800 25 2835 81 2503 0.248 10 1 Collector!/ Local Road 800 25 2836 2503 81 0.248 10 1 Collector!/ Local Road 800 25 2837 82 2499 0.903 10 1 Collector!/ Local Road 800 25 2838 2499 82 0.903 10 1 Collector! Local Road 800 25 2839 83 2489 0.9 10 1 Collector!/ Local Road 800 25 2840 2489 83 0.9 10 1 Collector!/ Local Road 800 25 2841 84 2749 0.379 10 1 Collector!/ Local Road 800 25 2842 2749 84 0.379 10 1 Collector!/ Local Road 800 25 2843 85 2750 0.213 10 1 Collector!/Local Road 800 25 2844 2750 85 0.213 10 1 Collector!/ Local Road 800 25 2845 86 2352 0.723 10 1 Collector!/ Local Road 800 25 2846 2352 86 0.723 10 1 Collector!/ Local Road 800 25 2847 87 2235 0.615 10 1 Collector!/ Local Road 800 25 2848 2235 87 0.615 10 1 Collector!/ Local Road 800 25 2849 88 2297 0.803 10 1 Collector!/ Local Road 800 25 2850 2297 88 0.803 10 1 Collector!/ Local Road 800 2 2851 89 344 0.507 10 1 Collector!/ Local Road 800 25 Page 46 of 100 Appendix C - Page 47 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik UNoe Link#

UNod -Nde D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelowh)

Rate________

(ph 2852 344 89 0.507 10 1 Collector / Local Road 800 25 2853 89 345 0.283 10 1 Collector / Local Road 800 25 2854 345 89 0.283 10 1 Collector / Local Road 800 25 2855 1 90 840 0.226 10 1 Collector / Local Road 800 25 2856 840 90 0.226 10 1 Collector / Local Road 800 -25 2857 91 959 0.212 10 1 Collector / Local Road 800 25 2858 959 91 0.212 10 1 Collector /Local Road 800 25 2859 92 1046 0.161 10 1 Collector / Local Road 800 25 2860 1046 92 10.161 10 1 Collector / Local Road 800 25 2861 93 1025 0.426 10 1 Collector / Local Road 800 25 2862 1025 93 0.426 10 1 Collector / Local Road 800 25 2863 94 1198 0.256 10 1 Collector /Local Road 800 25 2864 1198 94 0.256 10 1 Collector / Local Road 800 25 2865 95 1193 0.211 10 1 Collector / Local Road 800 25 2866 11193 95 0.211 10 1 Collector / Local Road 800 25 2867 95 1629 0.12 10 1 Collector / Local Road 800 25 2868 1629 95 0.12 10 1 Collector / Local Road 800 25 2869 96 1932 0.081 10 1 Collector /Local Road 800 25 2870 1932 96 0.081 10 1 Collector / Local Road 800 25 2871 97 1906 2.396 10 1 Collector / Local Road 800 25 2872 1906 97 2.396 10 1 Collector / Local Road 800 25 2873 98 1775 0.411 10 1 Collector I Local Road 800 25 2874 1775 98 0.411 10 1 Collector /Local Road 800 25 2875 99 2350 0.075 10 1 Collector /Local Road 800 25 2876 2350 99 0.075 10 1 Collector / Local Road 800 25 2877 100 1960 0.243 10 1 Collector / Local Road 800 25 2878 1960 100 0.243 10 1 Collector / Local Road 800 25 2879 101 1947 0.062 10 1 Collector / Local Road 800 25 2880 1947 101 0.062 10 1 Collector / Local Road 800 25 2881 102 2762 0.337 10 1 Collector / Local Road 800 25 2882 2762 102 0.337 10 1 Collector / Local Road 800 25 2883 103 2590 0.557 10 1 Collector / Local Road 800 25 2884 2590 103 0.557 10 1 Collector / Local Road 800 25 2885 104 2591 0.236 10 1 Collector / Local Road 800 25 2886 2591 104 0.236 10 1 Collector / Local Road 800 25 2887 105 2665 1.013 10 1 Collector / Local Road 800 25 2888 2665 105 1.013 10 1 Collector/ILocal Road 800 25 2889 106 2764 0.6 10 1 Collector / Local Road 800 25 2890 2764 106 0.6 10 1 Collector / Local Road 800 25 2891 107 2482 1.015 10 1 Collector /Local Road 800 25 2892 2482 107 1.015 10 1 Collector / Local Road 800 25 2893 107 2484 0.304 10 1 Collector / Local Road 800 25 2894 2484 107 0.304 10 1 Collector / Local Road 800 25 2895 108 2751 0.325 10 1 Collector / Local Road 800 25 2896 2751 108 0.325 10 1 Collector / Local Road 800 25 2897 109 2553 0.802 10 1 Collector / Local Road 800 25 2898 2553 109 0.802 10 1 Collector / Local Road 800 25 2899 110 2042 10.101 10 1 Collector / Local Road 800 25 2900 2042 110 0.101 10 1 Collector / Local Road 800 25 2901 ill 2654 0.522 10 1 Collector / Local Road 800 25 2902 2654 ill 0.522 10 1 Collector / Local Road 802 2903 112 2731 0.349 10 1 Collector / Local Road 800____25_

2904 2731 112 0.349 10 1 Collector / Local Road 802 2905 113 2329 0.803 10 1 Collector / Local Road 800____25_

2906 2329 113 0.803 10 1 Collector / Local Road 802 2907 114 2331 0.976 10 1 Collector /Local Road 800____25_

2908 2331 114 0.976 10 1 Collector / Local Road 800_____ 25___

2909 115 211 0.567 10 1 Collector / Local Road 800____25_

2910 211 115 0.567 10 1 1 Collector /Local Road 800 25 2911 116 12247 0.326 10 1 Collector / Local Road 800 25 2912 2247 116 0.326 10 1 Collector / Local Road 800 25 12913 117 270 0.222 10 1 Collector / Local Road 800 25 Page 47 of 100 Appendix C - Page 48 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik -Nde Link#

UNod DNoe D-ode Length (mi) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Rate________

Fvelhwr (ph 2914 270 117 0.222 10 1 Collector / Local Road 800 25 2915 117 271 0.497 10 1 Collector!/ Local Road 800 25 2916 271 117 0,497 10 1 Collector!/ Local Road 800 25 2917 1 118 2496 0.448 10 1 Collector!/ Local Road 800 25 2918 2496 118 0.448 10 1 Collector!/ Local Road 800 25 2919 119 2470 0.38 10 1 Collector / Local Road 800 25 2920 2470 119 0.38 10 1 Collector!/ Local Road 800 25 2921 120 2730 0.346 10 1 Collector!/ Local Road 800 25 2922 2730 120 10.346 10 1 Collector!/ Local Road 800 25 2923 121 2763 0.199 10 1 Collector!/ Local Road 800 25 2924 2763 121 0.199 10 1 Collector /Local Road 800 25 2925 122 2740 0.111 10 1 Collector / Local Road 800 25 2926 2740 122 0.111 10 1 Collector!/ Local Road 800 25 2927 123 2511 0.434 10 1 Collector!/ Local Road 800 25 2928 2511 123 0.434 10 1 Collector!/ Local Road 800 25 2929 124 1873 0.145 10 1 Collector!/ Local Road 800 25 2930 1873 124 0.145 10 1 Collector!/ Local Road 800 25 2931 125 1968 0.355 10 1 Collector!/ Local Road 800 25 2932 1968 125 0.355 10 1 Collector!/ Local Road 800 25 2933 126 2737 0.485 10 1 Collector!/ Local Road 800 25 2934 2737 126 0.485 10 1 Collector!/ Local Road 800 25 2935 126 2738 0.241 10 2 Collector!/ Local Road 1600 25 2936 2738 126 0.241 10 2 Collector!/ Local Road 1600 25 2937 127 2732 0.167 10 1 Collector!/ Local Road 800 25 2938 2732 127 0.167 10 1 Collector!/ Local Road 800 25 2939 127 2733 0.26 10 1 Collector!/ Local Road 800 25 2940 2733 127 0.26 10 1 Collector!/ Local Road 800 25 2941 128 2728 0.183 10 1 Collector! Local Road 800 25 2942 2728 128 0.183 10 1 Collector!/ Local Road 800 25 2943 128 2729 0.586 10 1 Collector!/ Local Road 800 25 2944 2729 128 0.586 10 ~ 1 Collector!/Local Road 800 25 2945 129 280 0.919 10 1 Collector!/Local Road 800 25 2946 280 129 0.919 10 1 Collector!/ Local Road 800 25 2947 129 2739 0.386 10 1 Collector!/ Local Road 800 25 2948 2739 129 0.386 10 1 Collector!/ Local Road 800 25 2949 130 2734 0.432 10 1 Collector!I Local Road 800 25 2950 2734 130 0.432 10 1 Collector!/ Local Road 800 25 2951 131 2691 0.126 10 1 Collector /Local Road 800 25 2952 2691 131 0.126 10 1 1 Collector /Local Road 800 25 1 2953 131 2692 0.123 10 1 Collector /Local Road 800 25 2954 2692 131 0.123 10 1 Collector!/ Local Road 800 25 2955 132 1373 0.177 10 1 Collector!/ Local Road 800 25 2956 1373 132 0.177 10 1 Collector!/ Local Road 800 25 2957 132 2379 0.19 10 1 1Collector! Local Road 800 25 2958 2379 132 0.19 10 1 Collector!/ Local Road 800 25 2959 133 2573 0.641 10 ~ 1 Collector!/ Local Road 800 25 2960 2573 133 0.641 10 1 Collector!/ Local Road 800 25 2961 134 1318 0.793 10 1 Collector /Local Road 800 25 2962 1318 134 0.793 10 1 Collector!/ Local Road 800 25 2963 134 1319 0.688 10 1 Collector! Local Road 800 25 2964 1319 134 0.688 10 1 Collector /Local Road 800 25 2965 135 2396 1.252 10 1 Collector!/ Local Road 800 25 2966 2396 135 1.252 10 1 Collector /Local Road 800 25 2967 136 2546 0.433 10 1 Collector!/ Local Road 800 25 2968 2546 136 0.433 10 1 Collector!/ Local Road 800 25 2969 136 2547 0.418 10 1 Collector!/ Local Road 800 25 2970 2547 136 0.418 10 1 Collector!/ Local Road 800 25 2971 137 1205 0.427 10 1 Collector!/ Local Road 800 25 2972 1205 137 0.427 1 10 1 Collector!I Local Road 800 25 2973 137 1206 0.847 10 1 1Collector! Local Road 800 25 2974 11206 137 0.847 10 1 Collector!/Local Road 800 25 2975 138 1460 0.566 10 1 Collector!/ Local Road 800 25 Page 48 of 100 Appendix C - Page 49 of 117

Appendix C Limerick NGS LimrickNGSRoadway Appedix Network Data Table Link #I U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS, (mph)

- ______ ______ mi) Width (ft) Lanes __________ Rate (vehlhr) 2976 1460 138 0.566 10 1 Collector / Local Road 800 25 2977 139 321 0.145 10 1 Collector / Local Road 800 25 2978 321 139 0.145 10 1 Collector / Local Road 800 25 2979 1 139 1485 0.133 10 1 Collector / Local Road 800 25 2980 1485 139 0.133 10 1 Collector / Local Road 800 25 2981 140 161 0.221 10 1 Collector / Local Road 800 25 2982 161 140 0.221 10 1 Collector/ Local Road 800 25 2983 141 189 0.115 10 1 Collector /Local Road 800 25 2984 189 141 0.115 10 1 Collector /Local Road 800 25 2985 141 1537 0.111 10 1 Collector /Local Road 800 2 2986 1537 141 0.111 10 1 Collector /Local Road 800 25 2987 142 2710 0.693 10 1 Collector / Local Road 800 25 2988 2710 142 0.693 10 1 Collector / Local Road 800 25 2989 142 2711 0.727 10 1 Collector / Local Road 800 25 2990 2711 142 0.727 10 1 Collector / Local Road 800 25 2991 143 2706 0.276 10 1 Collector / Local Road 800 25 2992 2706 143 0.276 10 1 Collector / Local Road 800 25 2993 143 2707 0.297 10 1 Collector / Local Road 800 25 2994 2707 143 0.297 10 1 Collector / Local Road 800 25 2995 144 1096 0.25 10 1 Collector / Local Road 800 25 2996 1096 144 0.25 10 1 Collector / Local Road 800 25 2997 145 1146 0.333 10 1 Collector / Local Road 800 25 2998 1146 145 0.333 10 1 Collector / Local Road 800 25 2999 145 1147 0.331 10 1 Collector /Local Road 800 25 3000 1147 145 0.331 10 1 Collector / Local Road 800 25 3001 146 1175 0.391 10 1 Collector /Local Road 800 25 3002 1175 146 0.391 10 1 Collector /Local Road 800 25 3003 147 1189 0.386 10 1 Collector / Local Road 800 25 3004 1189 147 0.386 10 1 Collector / Local Road 800 25 3005 148 1901 0.303 10 1 Collector /Local Road 800 25 3006 1901 148 0.303 10 1 Collector /Local Road 800 2 3007 149 1892 0.254 10 1 Collector / Local Road 800 25 3008 1892 149 0.254 10 1 Collector / Local Road 800 25 3009 149 1896 0.249 10 1 Collector /Local Road 800 25 3010 1896 149 0.249 10 1 Collector /Local Road 800 25 3011 150 2554 0.733 10 1 Collector / Local Road 800 25 3012 2554 150 0.733 10 1 Collector /Local Road 800 25 3013 151 2516 0.202 10 1 Collector/ILocal Road 800 25 3014 2516 151 0.202 10 1 Collector /Local Road 800 25 3015 151 2517 0.232 10 1 Collector /Local Road 800 25 3016 2517 151 0.232 10 1 Collector /Local Road 800 25 3017 152 160 0.13 10 1 Collector /Local Road 800 25 3018 160 152 0.13 10 1 Collector /Local Road 800 25 3019 152 162 0.104 10 1 Collector /Local Road 800 25 3020 162 152 0.104 10 1 Collector /Local Road 800 25 3021 153 464 0.074 10 1 Collector / Local Road 800 25 3022 464 153 0.074 10 1 Collector / Local Road 800 25 3023 153 1538 0.076 10 1 Collector / Local Road 800 25 3024 1538 153 0.076 10 1 Collector /Local Road 800 25 3025 154 238 1.309 10 1_ Collector / Local Road 800 25 3026 238 154 1.309 10 1 Collector / Local Road 800 25 3027 156 158 1.637 11 2 Prnia Arterial 3300 45 3028 158 156 1.637 11 2 Principal Arterial 3300 45 3029 159 161 0.162 11 1 Principal Arterial 1700 45 3030 161 159 0.162 11 1 Principal Arterial 1700 45 3031 163 165 1.072 11 1 Principal Arterial .1700 45 3032 165 163 1.072 11 1 Principal Arterial 1700 45 3033 168 169 0.036 11 1 Principal Arterial 1700 45 3034 169 168 0.036 11 1 1 Principal Arterial 1 1700 4 3035 173 1 174 0.376 11 1 Minor Arterial 1700 40 3036 174 173 0.376 1 11 1 Minor Arterial 1700 40 3037 175 187 0.031 1 11 1 Minor Arterial 1700 40 Page 49 of 100 Appendix C - Page 50 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) 3038 187 175 0.031 11 1 Minor Arterial 1700 40 3039 197 1560 0.988 12 2 Freeway 4100 60 3040 196 201 0.767 11 1 Major Arterial 1700 45 3041 201 196 0.767 11 1 Major Arterial 1700 45 3042 198 202 0.592 11 1 Collector / Local Road 1700 40 3043 202 198 0.592 11 1 Collector / Local Road 1700 40 3044 196 203 0.588 11 1 Major Arterial 1700 45 3045 203 196 0.588 11 1 Major Arterial 1700 45 3046 195 205 0.79 11 1 Principal Arterial 1700 45 3047 205 195 0.79 11 1 Principal Arterial 1700 45 3048 201 206 0.583 11 1 Major Arterial 1700 45 3049 206 201 0.583 11 1 Major Arterial 1700 45 3050 205 2734 0.169 10 1 Collector / Local Road 800 10 3051 2734 205 0.169 10 1 Collector / Local Road 800 10 3052 207 2734 0.129 10 1 Collector / Local Road 800 10 3053 2734 207 0.129 10 1 Collector / Local Road 800 10 3054 200 209 1.784 11 1 Major Arterial 1700 50 3055 209 200 1.784 11 1 Major Arterial 1700 50 3056 210 1581 0.296 11 2 Principal Arterial 3300 45 3057 1581 210 0.296 11 2 Principal Arterial 3300 45 3058 210 217 0.644 11 1 Principal Arterial 1700 45 3059 217 210 0.644 11 1 Principal Arterial 1700 45 3060 206 217 1.816 11 1 Major Arterial 1700 45 3061 217 206 1.816 11 1 Major Arterial 1700 45 3062 211 215 0.726 10 1 Collector / Local Road 800 15 3063 215 211 0.726 10 1 Collector / Local Road 800 15 3064 212 215 0.629 11 1 Major Arterial 1700 45 3065 215 212 0.629 11 1 Major Arterial 1700 45 3066 201 216 1.703 11 1 Minor Arterial 1700 40 3067 216 201 1.703 11 1 Minor Arterial 1700 40 3068 216 221 0.668 11 1 Major Arterial 1700 50 3069 221 216 0.668 11 1 Major Arterial 1700 50 3070 218 220 0.222 11 1 Collector / Local Road 1700 40 3071 220 218 0.222 11 1 Collector / Local Road 1700 40 3072 219 227 1.187 11 1 Major Arterial 1700 45 3073 227 219 1.187 11 1 Major Arterial 1700 45 3074 222 231 2.189 11 1 Major Arterial 1700 50 3075 231 222 2.189 11 1 Major Arterial 1700 50 3076 215 235 2.005 11 1 Major Arterial 1700 45 3077 235 215 2.005 11 1 Major Arterial 1700 45 3078 220 231 1.088 11 1 Principal Arterial 1700 45 3079 231 220 1.088 11 1 Principal Arterial 1700 45 3080 236 1572 0.39 11 1 Major Arterial 1700 45 3081 1572 236 0.39 11 1 Major Arterial 1700 45 3082 223 2637 1.977 11 1 Collector / Local Road 1700 40 3083 2637 223 1.977 11 1 Collector / Local Road 1700 40 3084 231 240 1.825 11 1 Major Arterial 1700 50 3085 240 231 1.825 11 1 Major Arterial 1700 50 3086 235 255 1.702 11 1 Major Arterial 1250 45 3087 255 235 1.702 11 1 Major Arterial 1250 45 3088 241 250 0.894 11 1 Major Arterial 1700 50 3089 250 241 0.894 11 1 Major Arterial 1700 50 3090 243 254 0.449 11 1 Minor Arterial 1700 40 3091 254 243 0.449 11 1 Minor Arterial 1700 40 3092 251 254 0.662 11 1 Major Arterial 1700 50 3093 254 251 0.662 11 1 Major Arterial 1700 50 3094 252 254 0.956 11 1 Major Arterial 1700 50 3095 254 252 0.956 11 1 Major Arterial 1700 50 3096 249 266 1.627 11 1 Collector / Local Road 1250 40 3097 266 249 1.627 11 1 Collector / Local Road 1250 40 3098 256 259 0.878 11 1 Major Arterial 1700 45 3099 259 256 0.878 11 1 Major Arterial 1700 45 Page 50 of 100 Appendix C - Page 51 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roadway Type Saturation Flow FFS (mph)

LinU-ode fi 0-Nde (ml) Width (ft) Lanes Rate____________

3100 255 264 1.034 _ 11 1 Major Arterial 1250 45 3101 264 255 1.034 _ 11 1 Major Arterial 1250 45 3102 254 260 0.958 _ 11 1 Minor Arterial 1700 40 3103 1 260 254 0.958 1_ 11 1 Minor Arterial 1700 40 3104 257 263 0.757 11 2 Principal Arterial 3300 45 3105 263 257 0.757 11 2 Principal Arterial 3300 45 3106 255 265 1.525 11 1 Minor Arterial 1250 40 3107 265 255 1.525 11 1 Minor Arterial 1250 40 3108 259 263 0.344 11 1 Major Arterial 1700 40 3109 263 259 0.344 11 1 Major Arterial 1700 40 3110 262 268 0.753 11 1 Minor Arterial 1700 40 3111 268 262 0.753 11 1 Minor Arterial 1700 40 3112 266 269 0.263 11 1 Collector / Local Road 1700 40 3113 269 266 10.263 11 1 Collector / Local Road 1700 40 3114 269 270 0.256 10 1 Collector / Local Road 800 15 3115 270 269 0.256 10 1 Collector / Local Road 800 15 3116 267 271 0.532 10 1 Collector /Local Road 800 15 3117 271 267 0.532 10 1___ Collector / Local Road 800 15 3118 263 274 1.615 11 1 Principal Arterial 1700 45 3119 274 263 1.615 11 1 Principal Arterial 1700 45 3120 269 277 0.835 _ 11 1_ Collector / Local Road 1700 40 3121 277 269 0.835 11 1 Collector'/ Local Road 1700 40 3122 466 273 0.421 11 1 Minor Arterial 1700 40 3123 263 275 __1.302 11 1 Principal Arterial 1700 45 3124 275 263 1.302 11 1 Principal Arterial 1700 45 3125 267 281 __1.435 11 1 Minor Arterial ___1700 40 3126 281 267 1.435 11 1 Minor Arterial ___1700 40 3127 275 281 0.291 11 1 Principal Arterial 1700 45 3128 281 275 0.291 11 1 Principal Arterial ___1700 45 3129 273 279 0.399 11 1 Minor Arterial ___1700 40 3130 279 273 0.399 11 1 Minor Arterial ___1700 40 3131 279 282 0.042 11 1 Minor Arterial 1700 40 3132 282 279 0.042 11 1 Minor Arterial 1700 40 3133 271 288 0.685 10 1 Collector / Local Road 800 15 3134 288 271 0.685 10 1 Collector / Local Road 800 15 3135 289 283 0.189 11 1 Collector / Local Road 1700 40 3136 281 286 0.156 11 1 Minor Arterial 1700 40 3137 286 281 0.156 11 1 Minor Arterial 1700 40 3138 287 288 10.196 12 2 Major Arterial 2700 35 3139 288 287 0.196 12 2 Major Arterial 2700 35 3140 280 292 0.378 11 1 Minor Arterial 1700 40 3141 292 280 0.378 11 1 Minor Arterial 1700 40 3142 281 296 0.542 11 1 Principal Arterial 1700 45 3143 296 281 0.542 11 1 Principal Arterial 1700 45 3144 288 295 10.893 12 2 Major Arterial 2700 35 3145 295 288 0.893 12 2 Major Arterial 2700 35 3146 286 305 0.541 11 1 Major Arterial 1700 45 3147 305 286 0.541 11 1 Maior Arterial 1700 45 3148 293 302 0.201 11 1 Collector / Local Road 1700 40 3149 297 305 0.377 12 2 Major Arterial 2700 35 3150 305 297 0.377 12 2 Major Arterial 2700 35 3151 268 306 2.149 11 1 Minor Arterial 1700 40 3152 306 268 2.149 11 1 Minor Arterial 1700 40 3153 268 309 1.518 11 1 Minor Arterial 1700 40 3154 309 268 1.518 11 1 Minor Arterial 1700 40 3155 286 312 1.253 11 1 Minor Arterial 1700 40 3156 312 286 1.253 11 1 Minor Arterial 1700 40 3157 274 334 1.527 11 1_ Collector / Local Road 1700 40 3158 334 274 1.527 11 1_ Collector / Local Road 1700 40 3159 312 334 0.355 11 1 Minor Arterial 1700 40 3160 334 312 0.355 11 1 Minor Arterial 1700 40 3161 318 324 0.311 12 1 Ramp 1500 35 Page 51 of 100 Appendix C - Page 52 of 117

Appendix C Limerick NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link # U-Node D-Node (ml) Width (ft) Lanes Rate (vehlhr) 3162 325 320 0.305 12 1 Ramp 1500 35 3163 309 330 0.477 11 1 Collector / Local Road 1700 40 3164 330 309 0.477 11 1 Collector / Local Road 1700 40 3165 295 336 1.073 1 11 1 Principal Arterial 1700 45 3166 336 295 1.073 11 1 Principal Arterial 1700 45 3167 317 339 0.637 11 1 Collector / Local Road 1700 40 3168 339 317 0.637 11 1 Collector / Local Road 1700 40 3169 305 342 1.043 11 1 Major Arterial 1700 45 3170 342 305 1.043 11 1 Major Arterial 1700 45 3171 345 346 0.123 10 1 Collector / Local Road 800 15 3172 346 345 0.123 10 1 Collector / Local Road 800 15 3173 340 346 0.247 10 1 Collector / Local Road 800 15 3174 346 340 0.247 10 1 Collector / Local Road 800 15 3175 312 351 0.967 11 1 Collector / Local Road 1700 40 3176 351 312 0.967 11 1 Collector / Local Road 1700 40 3177 339 344 0.432 10 1 Collector / Local Road 800 15 3178 344 339 0.432 10 1 Collector / Local Road 800 15 3179 339 349 0.692 11 1 Collector / Local Road 1700 40 3180 349 339 0.692 11 1 Collector / Local Road 1700 40 3181 347 348 0.249 11 2 Minor Arterial 3200 40 3182 348 347 0.249 11 2 Minor Arterial 3200 40 3183 305 351 1.659 11 2 Major Arterial 2700 50 3184 351 305 1.659 11 2 Major Arterial 2700 50 3185 357 350 0.205 11 1 Collector / Local Road 1700 40 3186 336 359 0.966 11 1 Principal Arterial 1700 45 3187 359 336 0.966 11 1 Principal Arterial 1700 45 3188 306 356 1.452 11 1 Minor Arterial 1700 40 3189 356 306 1.452 11 1 Minor Arterial 1700 40 3190 348 358 0.388 11 2 Minor Arterial 3200 40 3191 358 348 0.388 11 2 Minor Arterial 3200 40 3192 354 361 0.367 11 2 Major Arterial 2700 50 3193 361 354 0.367 11 2 Major Arterial 2700 50 3194 360 341 0.867 11 1 Major Arterial 1700 45 3195 359 360 0.359 11 1 Collector / Local Road 1700 40 3196 360 359 0.359 11 1 Collector / Local Road 1700 40 3197 353 363 0.795 11 1 Minor Arterial 1700 40 3198 363 353 0.795 11 1 Minor Arterial 1700 40 3199 368 360 0.477 11 1 Major Arterial 1700 45 3200 374 368 0.117 11 1 Major Arterial 1700 45 3201 361 375 0.499 11 2 Major Arterial 2700 50 3202 373 368 0.183 11 1 Minor Arterial 1700 40 3203 365 374 0.394 11 1 Minor Arterial 1700 40 3204 374 365 0.394 11 1 Minor Arterial 1700 40 3205 356 381 1.186 11 1 Minor Arterial 1700 40 3206 381 356 1.186 11 1 Minor Arterial 1700 40 3207 377 380 0.135 11 1 MajorArterial 1700 45 3208 380 377 0.135 11 1 Major Arterial 1700 45 3209 383 389 0.213 11 2 Minor Arterial 3200 40 3210 389 383 0.213 11 2 Minor Arterial 3200 40 3211 385 386 0.064 11 1 Major Arterial 1700 45 3212 386 385 0.064 11 1 Major Arterial 1700 45 3213 374 387 1.629 11 1 Minor Arterial 1700 40 3214 387 374 1.629 11 1 Minor Arterial 1700 40 3215 394 2738 0.123 10 2 Collector/ Local Road 1600 15 3216 2738 394 0.123 10 2 Collector / Local Road 1600 15 3217 387 396 0.888 11 2 Minor Arterial 3200 40 3218 396 387 0.888 11 2 Minor Arterial 3200 40 3219 401 1508 0.716 11 1 Major Arterial 1700 50 3220 391 406 0.664 11 1 Major Arterial 1700 45 3221 406 391 0.664 11 1 Major Arterial 1700 45 3222 398 408 0.485 11 1 Collector / Local Road 1700 40 3223 408 398 0.485 11 1 Collector / Local Road 1700 40 Page 52 of 100 Appendix C - Page 53 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________(mi) Width (ft) Lanes ___________ Rate (veh/hr) ____

3224 404 408 0.462 11 2 Minor Arterial 3200 40 3225 408 404 0.462 11 2 Minor Arterial 3200 40 3226 393 409 1.033 _ 11 1 Minor Arterial 1700 40 3227 1 409 393 1.033 1_ 11 1 Minor Arterial 1700 40 3228 408 409 1.171 _ 11 2 Minor Arterial 3200 40 3229 409 408 1.171 _ 11 2 Minor Arterial 3200 40 3230 409 410 0.942 11 1 Minor Arterial 1700 40 3231 410 409 0.942 _ 11 1 Minor Arterial 1700 40 3232 414 903 0.192 _ 11 1 Minor Arterial 1700 40 3233 903 414 0.192 _ 11 1 Minor Arterial 1700 40 3234 414 417 1.339 _ 11 1 Minor Arterial 1700 40 3235 417 414 1.339 _ 11 1 Minor Arterial 1700 40 3236 413 416 0.931 _ 11 1 Major Arterial 1700 45 3237 416 413 0.931 _ 11 1 Major Arterial 1700 45 3238 417 418 0.217 11 1 Minor Arterial 1700 40 3239 418 417 0.217 _ 11 1 Minor Arterial 1700 40 3240 410 2713 11.417 _ 11 1 Minor Arterial 1700 40 3241 2713 410 1.417 _ 11 1 Minor Arterial 1700 40 3242 416 423 0.404 11 1 Major Arterial 1700 45 3243 423 416 0.404 11 1 Major Arterial 1700 45 3244 420 423 0.282 11 1 Collector / Local Road 1700 40 3245 423 420 0.282 11 1 Collector / Local Road 1700 40 3246 412 421 1.452 11 1 Major Arterial 1700 45 3247 421 412 11.452 11 1 Major Arterial 1700 45 3248 433 437 1.619 11 1 Minor Arterial 1700 40 3249 437 433 1.619 11 1 Minor Arterial 1700 40 3250 438 441 0.406 11 1 Major Arterial 1700 45 3251 441 438 0.406 11 1 Major Arterial 1700 45 3252 439 436 0.334 12 2 Freeway 4100 65 3253 2700 440 0.551 12 2 Freeway 4100 65 3254 441 444 1.746 11 1 Minor Arterial 1700 40 3255 444 441 1.746 11 1 Minor Arterial 1700 40 3256 444 445 1.386 11 1 Minor Arterial 1700 40 3257 445 444 1.386 _ 11 1 Minor Arterial 1700 40 3258 447 449 0.45 _ 11 1 Minor Arterial 1700 40 3259 449 447 0.45 11 1 Minor Arterial 1700 40 3260 446 453 0.532 11 1 Collector / Local Road 1700 40 3261 453 446 0.532 11 1 Collector / Local Road 1700 40 3262 473 1194 0.152 11 1 Ramp 1500 55 3263 474 473 0.232 11 1 Ramp 1500 55 3264 335 492 0.138 12 1 Ramp 1500 35 3265 501 505 0.118 11 1 Ramp 1500 55 3266 507 503 0.422 11 1 Ramp 1500 55 3267 529 437 0.327 12 1 Ram p 1500 35 3268 529 439 0.887 11 1 Ramp 1500 55 3269 530 533 0.585 11 1 Ramp 1500 55 3270 2698 533 1.276 11 1 Ramp 1500 55 3271 540 546 0.483 11 1 Minor Arterial 1700 40 3272 546 540 0.483 11 1 Minor Arterial 1700 40 3273 542 565 0.846 11 1 Minor Arterial 1250 40 3274 565 542 0.846 11 1 Minor Arterial 1250 40 3275 546 568 0.583 11 1 Minor Arterial 1250 40 3276 568 546 0.583 11_i 1 Minor Arterial 1250 40 3277 545 547 1.432 11 1 Minor Arterial 1700 40 3278 547 545 1.432 11 1 Minor Arterial 1700 40 3279 541 555 0.878 10 1 Collector / Local Road 800 15 3280 555 541 0.878 10 1 Collector / Local Road 800 15 3281 548 1562 0.699 10 1 Collector/I Local Road 800 15 3282 1562 548 0.699 10 1 Collector / Local Road 800 15 3283 550 549 0.629 11 2 Minor Arterial 3200 40 3284 F 553 556 0.34 t 11 2 Minor Arterial 3200 40 3285 556- 553 t 0.34 11 2MnrAtra 3200 40 Page 53 of 100 Appendix C - Page 54 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node (L)e (Lent Wdth(th Laneh LanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) 3286 559 1561 1.517 11 1 Major Arterial 1700 45 3287 1561 559 1.517 11 1 Major Arterial 1700 45 3288 555 560 0.72 _ 11 2 Minor Arterial 3200 40 3289 560 555 0.72 i11 2___ Minor Arterial 3200 40 3290 559 2708 0.163 _ 11 1 Collector / Local Road 1700 40 3291 2708 559 0.163 _ 11 1 Collector / Local Road 1700 40 3292 556 565 1.002 _ 11 1 Minor Arterial 1250 40 3293 565 556 1.002 11 1 Minor Arterial 1250 40 3294 552 561 0.09 _ 11 1 Collector / Local Road 1250 40 3295 561 552 0.09 11 1 Collector / Local Road 1250 40 3296 564 563 0.739 12 1 Ramp 1500 35 3297 561 564 0.119 11 2 Minor Arterial 3200 40 3298 564 561 0.119 12 2 Freeway 3200 40 3299 2695 566 0.68 12 1 Ramp 1500 35 3300 570 575 0.691 11 1 Collector / Local Road 1250 40 3301 575 570 0.691 11 1 Collector / Local Road 1250 40 3302 559 595 1.085 11 1 Major Arterial 1700 45 3303 595 559 1.085 11 1___ Major Arterial 1700 45 3304 584 1580 0.6 _ 11 1 _ Minor Arterial 1250 40 3305 1580 584 0.6 _ 11 1_ Minor Arterial 1250 40 3306 597 1371 0.184 _ 11 1 Major Arterial 1250 45 3307 1371 597 0.184 _ 11 1_ Major Arterial 1250 45 3308 598 599 0.156 11 1_ Minor Arterial 1700 40 3309 599 598 0.156 11 1_ Minor Arterial 1700 40 3310 589 2614 1.637 11 1_ Major Arterial 1700 45 3311 2614 589 1.637 11 1_ Major Arterial 1700 45 3312 603 608 0.634 11 1_ Major Arterial 1250 55 3313 608 603 0.634 11 1_ Major Arterial 1250 55 3314 605 607 0.183 11 1_ Major Arterial 1250 45 3315 607 605 0.183 11 1_ Major Arterial 1250 45 3316 605 2736 0.556 10 1 Collector / Local Road 800 15 3317 2736 605 0.556 10 1 Collector / Local Road 800 15 3318 601 619 2.172 11 1 Minor Arterial 1700 45 3319 619 601 2.172 11 1 Minor Arterial 1700 45 3320 622 1542 0.75 11 1 Minor Arterial 1700 40 3321 1542 622 0.75 11 1 Minor Arterial 1700 40 3322 632 1540 0.914 11 1 Minor Arterial 1700 40 3323 1540 632 0.914 11 1 Minor Arterial 1700 40 3324 225 636 1.634 11 1 Collector / Local Road 1250 40 3325 636 225 1.634 11 1 Collector / Local Road 1250 40 3326 638 657 0.505 11 1 Collector / Local Road 1700 40 3327 657 638 0.505 11 1 Collector / Local Road 1700 40 3328 639 658 0.543 11 1 Minor Arterial 1700 40 3329 658 639 0.543 11 1 Minor Arterial 1700 40 3330 625 642 2.003 11 1 Major Arterial 1700 40 3331 642 625 2.003 11 1 Major Arterial 1700 40 3332 642 653 1.275 12 1 Minor Arterial 1700 30 3333 653 642 1.275 12 1 Minor Arterial 1700 30 3334 659 665 0.835 11 1 Minor Arterial 1700 40 3335 665 659 0.835 11 1 Minor Arterial 1700 40 3336 653 663 0.951 12 1 Minor Arterial 1700 30 3337 663 653 0.951 12 1 Minor Arterial 1700 30 3338 636 669 1.519 11 1 Collector/ILocal Road 1250 40 3339 669 636 1.519 11 1_ Collector / Local Road 1250 40 3340 676 678 0.222 11 1_ Collector / Local Road 1700 40 3341 678 676 0.222 11 1_ Collector / Local Road 1700 40 3342 656 677 1.503 11 __1 _ Collector /Local Road 1250 40 3343 677 656 1.503 11 1_ Collector / Local Road 1250 40 3344 678 681 10.161 11 1 1_ Collector / Local Road 1250 40 3345 681 678 0.161 1 11 1 Collector / Local Road 1250 40 3346 680 682 0.562 11 1 Collector / Local Road 1700 40 3347 682 680 0.562 11 1 Collector / Local Road 1700 40 Page 54 of 100 Appendix C - Page 55 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_____ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) 3348 679 685 0.956 11 1 Collector / Local Road 1700 40 3349 685 679 0.956 11 1 Collector / Local Road 1700 40 3350 674 689 0.53 10 1 Collector / Local Road 1200 25 3351 1 689 674 0.53 10 1 Collector / Local Road 1200 25 3352 677 686 0.597 12 1 Major Arterial 1200 35 3353 686 677 0.597 12 1 Major Arterial 1200 35 3354 687 693 0.146 10 1 Collector / Local Road 800 15 3355 693 687 0.146 10 1 Collector / Local Road 800 15 3356 679 699 1.269 11 1 Major Arterial 1700 45 3357 699 679 1.269 11 1 Major rterial 1700 45 3358 695 699 0.451 11 1 Minor Arterial 1700 40 3359 699 695 0.451 11 1 Minor Arterial 1700 40 3360 699 710 0.572 11 1 Major Arterial 1700 45 3361 710 699 0.572 11 1 Major Arterial 1700 45 3362 264 714 0.971 11 1 Major Arterial 1700 45 3363 714 264 0.971 11 1 Major Arterial 1700 45 3364 703 723 1.189 11 1 Minor Arterial 1700 40 3365 723 703 1.189 11 1 Minor Arterial 1700 40 3366 708 724 2.397 11 2 Minor Arterial 3200 45 3367 724 708 12.397 11 2 Minor Arterial 3200 45 3368 691 725 2.376 11 1 Minor Arterial 1700 40 3369 725 691 2.376 11 1 Minor Arterial 1700 40 3370 723 1458 1.055 11 1 Collector / Local Road 1700 40 3371 1458 723 1.055 11 1 Collector /Local Road 1700 40 3372 725 1431 0.798 10 1 Collector / Local Road 800 15 3373 1431 725 0.798 10 1 Collector / Local Road 800 15 3374 721 736 1.113 11 1 Major Arterial 1250 50 3375 736 721 1.113 11 1 Major Arterial 1250 50 3376 738 2756 0.584 10 1 Collector / Local Road 800 15 3377 2756 738 0.584 10 1 Collector / Local Road 800 15 3378 740 742 1.047 11 1 Minor Arterial 1700 40 3379 742 740 1.047 11 1 Minor Arterial 1700 40 3380 738 744 1.296 11 1 Minor Arterial 1250 40 3381 744 738 1.296 11 1 Minor Arterial 1250 40 3382 750 1456 3.621 11 1 Principal Arterial 1700 45 3383 1456 750 3.621 11 1 Principal Arterial 1700 45 3384 743 753 0.75 11 1 Minor Arterial 1700 45 3385 753 743 0.75 11 1 Minor Arterial 1700 45 3386 749 766 11.063 11 1 Collector / Local Road 1700 40 3387 766 749 1.063 11 1 Collector / Local Road 1700 40 3388 750 752 1.72 11 1 Minor Arterial 1700 40 3389 752 750 1.72 11 1 Minor Arterial 1700 40 3390 743 763 2.057 11 1 Minor Arterial 1700 40 3391 763 743 2.057 _ 11 1 Minor Arterial 1700 40 3392 749 754 0.434 10 1 Collector / Local Road 1700 35 3393 754 749 0.434 10 1 Collector / Local Road 1700 35 3394 742 759 2.367 11 1 Minor Arterial 1700 40 3395 759 742 2.367 11 1 Minor Arterial 1700 40 3396 750 757 0.366 11 1 Principal Arterial 1700 45 3397 757 750 0.366 11 1 Principal Arterial 1700 45 3398 753 775 0.376 12 1 Minor Arterial 1700 35 3399 775 753 0.376 12 1 Minor Arterial 1700 35 3400 757 762 0.399 11 1 Principal Arterial 1600 45 3401 762 757 0.399 11 1 1 Principal Arterial 1600 45 3402 347 763 0.569 11 2 Minor Arterial 3200 40 3403 763 347 0.569 11 2 Minor Arterial 3200 40 3404 752 768 0.501 10 1 Collector / Local Road 800 15 3405 768 752 0.501 10 1 Collector / Local Road 800 15 3406 762 770 0.135 _ 11 1 Principal Arterial 1700 45 3407 770 762 0.135 _ 11 1 1 Principal Arterial 1700 45 3408 764 771 0.805 _ 11 2 Minor Arterial 3200 40 34=09 771 764 0.805 11 2 Minor Arterial 3200 40 Page 55 of 100 Appendix C - Page 56 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow Link____

1. Uo D-d (ml) Width (ft) Lanes Rate (vehlhr) FFS (mph) 3410 767 771 0.332 11 1 Minor Arterial 1700 40 3411 771 767 0.332 11 1 Minor Arterial 1700 40 3412 744 774 1.676 11 1 Minor Arterial 1250 40 3413 774 744 1.676 11 1 Minor Arterial 1250 40 3414 770 773 0.661 11 1 Collector / Local Road 1700 40 3415 773 770 0.661 11 1 Collector / Local Road 1700 40 3416 763 776 1.596 11 1 Minor Arterial 1700 40 3417 776 763 1.596 11 1 Minor Arterial 1700 40 3418 759 783 0.7 11 1 Minor Arterial 1700 40 3419 783 759 0.7 11 1 Minor Arterial 1700 40 3420 780 784 0.405 11 1 Minor Arterial 1700 40 3421 784 780 0.405 11 1 MinorArterial 1700 40 3422 773 787 0.742 11 1 Major Arterial 1700 45 3423 787 773 0.742 11 1 Major Arterial 1700 45 3424 781 785 0.355 12 1 Major Arterial 1700 35 3425 785 781 0.355 12 1 Major Arterial 1700 35 3426 786 785 0.164 11 1 Major Arterial 1700 45 3427 777 797 0.632 11 2 Major Arterial 3200 45 3428 797 777 0.632 11 2 Major Arterial 3200 45 3429 773 798 0.856 10 1 Collector / Local Road 800 15 3430 798 773 0.856 10 1 Collector / Local Road 800 15 3431 791 799 1.043 12 1 Major Arterial 1700 35 3432 799 791 1.043 12 1 Major Arterial 1700 35 3433 796 1448 0.098 12 1 Minor Arterial 1700 35 3434 1448 796 0.098 12 1 Minor Arterial 1700 35 3435 802 814 1.924 11 1 Major Arterial 1250 55 3436 814 802 1.924 11 1 Major Arterial 1250 55 3437 800 803 0.416 12 1 Major Arterial 1700 35 3438 803 800 0.416 12 1 Major Arterial 1700 35 3439 788 809 1.302 11 1 Minor Arterial 1700 40 3440 809 788 1.302 11 1 Minor Arterial 1700 40 3441 803 804 0.053 12 1 Major Arterial 1700 35 3442 804 803 0.053 11 1 Major Arterial 1700 45 3443 812 1448 0.55 11 1 Minor Arterial 1250 40 3444 1448 812 0.55 11 1 Minor Arterial 1250 40 3445 808 809 0.089 11 1 Collector / Local Road 1700 40 3446 809 808 0.089 11 1 Collector / Local Road 1700 40 3447 809 810 0.077 11 1 Minor Arterial 1700 40 3448 810 809 0.077 11 1 Minor Arterial 1700 40 3449 812 816 0.207 11 1 Minor Arterial 1700 40 3450 816 812 0.207 11 1 Minor Arterial 1700 40 3451 797 815 0.536 11 1 Major Arterial 1700 45 3452 815 797 0.536 11 1 Major Arterial 1700 45 3453 807 819 0.917 11 1 Collector / Local Road 1700 40 3454 819 807 0.917 11 1 Collector / Local Road 1700 40 3455 815 821 0.354 11 1 Major Arterial 1250 45 3456 821 815 0.354 11 1 Major Arterial 1250 45 3457 818 833 1.401 11 1 Collector / Local Road 1700 40 3458 833 818 1.401 11 1 Collector I Local Road 1700 40 3459 820 823 0.259 11 1 Minor Arterial 1250 40 3460 823 820 0.259 11 1 Minor Arterial 1250 40 3461 822 832 0.169 11 1 Collector / Local Road 1700 40 3462 832 822 0.169 11 1 Collector / Local Road 1700 40 3463 817 833 1.194 11 1 Major Arterial 1700 45 3464 833 817 1.194 11 1 Major Arterial 1700 45 3465 831 836 0.806 10 1 Collector / Local Road 800 15 3466 836 831 0.806 10 1 Collector / Local Road 800 15 3467 832 838 0.415 11 1 Minor Arterial 1700 40 3468 838 832 0.415 11 1 Minor Arterial 1700 40 3469 833 1616 0.733 11 1 Major Arterial 1700 45 3470 1616 833 0.733 11 1 Major Arterial 1700 45 3471 836 839 0.224 11 1 Collector / Local Road 1700 40 Page 56 of 100 Appendix C - Page 57 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lin U-Nde Link##

UNod D-Nde D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelowhr Rate________

(ph 3472 839 836 0.224 11 1 Collector / Local Road 1700 40 3473 837 1433 0.499 11 1 Principal Arterial 1700 45 3474 1433 837 0.499 11 1 Principal Arterial 1700 45 3475 1 843 853 0.316 1 12 1 Ramp 1500 35 3476 850 845 0.424 12 2 Freeway 4100 50 3477 841 847 0.843 11 1 Major Arterial 1700 45 3478 847 841 0.843 11 1 Major Arterial 1700 45 3479 850 851 0.398 12 1 Ramp 1500 35 3480 848 845 0.287 12 1 Ramp 1500 35 3481 848 851 0.311 11 1 Major Arterial 1700 45 3482 852 849 0.309 11 1 Major Arterial 1700 45 3483 852 857 0.311 12 1 Ramp 1500 35 3484 854 860 0.484 12 1 Ramp 1500 35 3485 855 858 12.75 11 1 Major Arterial 1250 45 3486 858 855 2.75 11 1 Major Arterial 1250 45 3487 856 861 0.209 11 1 Major Arterial 1250 45 3488 861 856 0.209 11 1 Major Arterial 1250 45 3489 859 1616 1.128 11 1 Major Arterial 1700 45 3490 1616 859 1.128 11 1 Major Arterial 1700 45 3491 866 1433 0.659 11 1 Principal Arterial 1600 45 3492 1433 866 0.659 11 1 Principal Arterial 1600 45 3493 870 2759 1.204 10 1 Collector / Local Road 800 35 3494 2759 870 1.204 10 1 Collector / Local Road 800 35 3495 2705 868 0.234 12 3 Freeway 6150 50 3496 863 870 0.521 11 1 Major Arterial 1250 40 3497 870 863 10.521 11 1 Major Arterial 1250 40 3498 889 2687 0.52 11 1 Major Arterial 1700 45 3499 2687 889 0.52 11 1 Major Arterial 1700 45 3500 918 2621 3.134 11 1 Principal Arterial 1600 45 3501 2621 918 3.134 11 1 Principal Arterial 1600 45 3502 892 903 1.125 11 1 Minor Arterial 1700 40 3503 903 892 11.125 11 1 Minor Arterial 1700 40 3504 885 904 0.328 11 1 Major Arterial 1250 40 3505 904 885 0.328 11 1 Major Arterial 1250 40 3506 2618 900 0.748 11 1 Ramp 1500 55 3507 2619 2642 0.94 11 1 Collector / Local Road 1700 40 3508 2642 2619 0.94 11 1 Collector /Local Road 1700 40 3509 873 912 13.728 11 1 Collector / Local Road 1250 40 3510 912 873 3.728 11 1 1 Collector / Local Road 1250 40 3511 913 911 0.972 12 2 Freeway 4100 60 3512 882 915 2.314 11 1 Collector /Local Road 1250 40 3513 915 882 2.314 11 1 Collector /Local Road 1250 40 3514 415 914 0.475 11 1 Minor Arterial 1700 40 3515 914 415 0.475 11 1 Minor Arterial 1700 40 3516 915 921 0.382 11 1 Collector /Local Road 1250 40 3517 921 915 0.382 11 1 Collector /Local Road 1250 40 3518 916 936 0.575 11 1 Minor Arterial 1700 40 3519 936 916 0.575 11 1 Minor Arterial 1700 40 3520 914 936 0.721 11 1 Minor Arterial 1700 40 3521 936 914 0.721 11 __1 Minor Arterial 1700 40 3522 937 934 0.302 12 2 Freeway 4100 60 3523 920 939 1.311 11 1 Collector /Local Road 1700 40 3524 939 920 1.311 11 1 Collector /Local Road 1700 40 3525 938 940 0.098 11 1 Minor Arterial 1700 40 3526 940 938 0.098 11 1 Minor Arterial 1700 40 3527 921 948 0.793 11 1 Collector / Local Road 1700 40 3528 948 921 0.793 11 1 Collector / Local Road 1700 40 3529 443 914 1.248 11 1 Minor Arterial 1700 40 3530 914 443 1.248 11 1 Minor Arterial 1700 40 3531 940 1 958 11.244 10 1 Collector /Local Road 800 15 3532 958 940 1.244 10 1 Collector/ Local Road 800 15 3533 948 951 0.289 11 1 Collector /Local Road 1700 40 Page 57 of 100 Appendix C - Page 58 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flow F(mh

________(mi) Width (ft) Lanes Roda ye Rate (veh/hr) FS(mh 3S34 951 948 0.289 11 1 Collector / Local Road 1700 40 3535 943 952 0.767 11 1 Major Arterial 1250 45 3536 952 943 0.767 11 1 Major Arterial 1250 45 3537 1 951 954 0.087 1 11 1 Major Arterial 1700 50 3538 954 951 0.087 11 1 Major Arterial 1700 50 3539 923 955 2.583 11 2 Principal Arterial 3300 45 3540 955 923 2.583 11 2 Principal Arterial 3300 45 3541 936 963 0.924 11 1 Minor Arterial 1700 40 3542 963 936 0.924 11 1 Minor Arterial 1700 40 3543 956 964 0.261 11 1 Major Arterial 1700 50 3544 964 956 0.261 11 1 Major Arterial 1700 50 3545 918 979 4.708 11 1 Collector / Local Road 1250 40 3546 979 918 4.708 11 1 Collector / Local Road 1250 40 3547 953 964 0.421 11 1 Principal Arterial 1700 45 3548 964 953 0.421 11 1 Principal Arterial 1700 45 3549 951 965 1.716 11 1 Minor Arterial 1700 40 3550 965 951 1.716 11 1 Minor Arterial 1700 40 3551 965 967 0.563 11 1 Minor Arterial 1250 40 3552 967 965 0.563 11 1 Minor Arterial 1250 40 3553 1 972 2625 0.488 1 11 1 Major Arterial 1250 45 3554 2625 972 0.488 11 1 Major Arterial 1250 45 3555 966 982 1.257 12 2 Freeway 4100 45 3556 1197 968 0.791 12 2 Freeway 4100 45 3557 963 1451 1.087 11 1 Minor Arterial 1700 40 3558 1451 963 .1.087 11 1 Minor Arterial 1700 40 3559 977 980 0.475 11 1 Minor Arterial 1700 40 3560 980 977 0.475 11 1 Minor Arterial 1700 40 3561 977 981 0.767 11 1 Minor Arterial 1700 40 3562 981 977 0.767 11 1 Minor Arterial 1700 40 3563 988 1000 0.489 11 1 Major Arterial 1250 50 3564 1000 988 0.489 11 1 Major Arterial 1250 50, 3565 981 1010 0.402 11 1_ Collector / Local Road 1700 40 3566 1010 981 0.402 11 1_ Collector / Local Road 1700 40 3567 957 1010 1.084 11 1 Minor Arterial 1700 40 3568 1010 957 1.084 11 1 Minor Arterial 1700 40 3569 1006 1015 0.19 _ 11 1 Collector /Local Road 1250 45 3570 1015 1006 0.19 11 1 Collector /Local Road 1250 45 3571 1014 1022 0.663 11 1 Major Arterial 1250 45 3572 1022 1014 0.663 11 1__ Major Arterial 1250 45 3573 1017 1450 0.646 11 1 Collector / Local Road 1700 40 3574 1450 1017 0.646 11 1 Collector /Local Road 1700 40 3575 977 1024 0.46 11 1 -Minor Arterial 1700 40 3576 1024 977 0.46 11 1 Minor Arterial 1700 40 3577 1017 1024 0.918 11 1 Principal Arterial 1700 45 3578 1024 1017 0.918 11 1 Principal Arterial 1700 45 3579 1031 1019 1.069 11 1 Principal Arterial 1600 45 3580 1016 1032 0.408 11 1 Principal Arterial 1600 45 3581 1010 1023 0.235 11 1 Minor Arterial 1700 40 3582 1023 1010 0.235 11 1 Minor Arterial 1700 40 3583 1022 1025 0.11 10 1 Collector/ Local Road 800 15

-3584 1025 1022 0.11 10 1 Collector /Local Road 800 15 3585 1018 1026 0.185 11 1 Minor Arterial 1700 40 3586 1026 1018 10.185 11 1 Minor Arterial 1700 40 3587 1022 1027 0.493 11 1 Major Arterial 1700 45 3588 1027 1022 0.493 11 1 Major Arterial 1700 45

-3589 1023 1035 1.575 11 1 Principal Arterial 1700 45 3590 1035 1023 1.575 11 1 Principal Arterial 1700 45 3591 1036 1037 0.487 11 2 Principal Arterial 3300 45 3592 1037 1036 0.487 11 2 Principal Arterial 3300 45 3593 990 1038 1.009 10 1 1 Collector / Local Road 800 15 3594 1038 990 1.009 10 1 Collector / Local Road t 800 15 3595 1038 1041 0.575 t 11 1 Collector / Local Road 1 1700 4 Page 58 of 100 Appendix C - Page 59 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flow F(mh

- - ~ ~ ml Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 3596 1041 1038 0.575 11 1 Collector / Local Road 1700 40 3597 1034 1042 0.945 11 1 Collector / Local Road 1700 40 3598 1042 1034 0.945 11 1 Collector / Local Road 1700 40 3599 11041 1043 0.42 1 11 1 Principal Arterial 1700 45 3600 1043 1041 0.42 11 1 Principal Arterial 1700 45 3601 1042 1046 0.186 10 1 Collector / Local Road 800 15 3602 1046 1042 0.186 10 1 Collector / Local Road 800 15 3603 1042 1059 0.612 11 1 Collector / Local Road 1700 40 3604 1059 1042 0.612 11 1 Collector / Local Road 1700 40 3605 1048 1199 0.223 12 2 Freeway 4100 55 3606 1049 1052 0.074 11 1 Principal Arterial 1700 45 3607 1200 1052 0.226 12 1 Ramp 1500 35 3608 1048 1047 0.318 12 1 Ramp 1500 35 3609 1037 1059 1.72 11 1 Minor Arterial 1700 40 3610 1059 1037 1.72 11 1 Minor Arterial 1700 40 3611 1058 1628 0.213 11 1 MaJor Arterial 1700 45 3612 1628 1058 0.213 11 1 Major Arterial 1700 45 3613 451 1060 2.221 11 1 Collector /Local Road 1700 40 3614 1060 451 2.221 11 1 Collector /Local Road 1700 40 3615 1193 1439 0.199 10 1 Collector /Local Road 800 15 3616 1439 1193 0.199 10 1 Collector /Local Road 800 15 3617 1061 1065 0.791 11 1 Principal Arterial 1600 45 3618 1065 1061 0.791 _ 11 1 Principal Arterial 1600 45 3619 1059 1067 0.894 _ 11 1 Collector/ Local Road 1700 40 3620 1067 1059 0.894 _ 11 1 Collector / Local Road 1700 40 3621 1065 1069 0.659 _ 11 1 Principal Arterial 1700 45 3622 1069 1065 0.659 _ 11 1 Principal Arterial 1700 45 3623 1069 1072 0.93 _ 11 1 Principal Arterial 1600 45 3624 1072 1069 0.293 _ 11 1 Principal Arterial 1600 45 3625 1067 1092 1.392 11 1 Collector /Local Road 1250 40 3626 1092 1067 1.392 11 1 Collector /Local Road 1250 40 3627 1084 1085 1.333 _ 11 1 Collector /Local Road 1700 40 3628 1085 1084 1.333 _ 11 1 Collector /Local Road 1700 40 3629 1084 1086 0.465 11 1 Collector /Local Road 1700 40 3630 1086 1084 0.465 11 1 Collector /Local Road 1700 40 3631 1085 1087 0.477 11 1 Collector/ Local Road 1700 40 3632 1087 1085 0.477 11 1 Collector / Local Road 1700 40 3633 1057 1088 0.417 12 2 Freeway 4100 55 3634 1089 1091 0.153 11 1 Collector /Local Road 1700 40 3635 11091 1089 0.153 11 1 Collector /Local Road 1700 40 3636 1090 1095 1.966 11 1 Collector/ Local Road 1250 40 3637 1095 1090 1.966 _ 11 1 Collector /Local Road 1250 40 3638 1094 1081 1.17 _ 11 1 Principal Arterial 1600 45 3639 1095 1097 0.976 _ 11 1 Collector /Local Road 1250 40 3640 1097 1095 0.976 11 1 Collector /Local Road 1250 40 3641 1093 1100 0.543 _ 11 1 Minor Arterial 1700 40 3642 1100 1093 0.543 _ 11 1 Minor Arterial 1700 40 3643 1093 1104 0.602 11 1 Major Arterial 1700 45 3644 1104 1093 0.602 _ 11 1 Major Arterial 1700 45 3645 1098 1103 0.405 _ 11 1 Collector /Local Road 1700 40 3646 1103 1098 0.405 _ 11 1 Collector /Local Road 1700 40 3647 1101 1104 0.427 _ 11 1 Collector /Local Road 1700 40 3648 1104 1101 0.427 11 1 Collector / Local Road 1700 40 3649 1085 1106 1.927 _ 12 1 Minor Arterial 1700 35 3650 1106 1085 1.927 _ 12 1 Minor Arterial 1700 35 3651 1103 1105 0.446 _ 11 1 Collector /Local Road 1700 40 3652 1105 1103 0.446 11 1 Collector / Local Road 1700 40 3653 1097 2666 2.045 _ 11 1 Collector / Local Road 1250 40 3654 2666 1097 2.045 _ 11 1 Collector /Local Road 1250 40 13655 1104 1114 0.815 _ 11 1 Major Arterial 1700 45 3656 11147 1104 0.815 _ 11 1 Major Arterial 1700 -45 367 11 266 1.44 111 Collector /Local Road 1700 40 Page 59 of 100 Appendix C - Page 60 of 117

Appendix C Limerick NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow Link # U-Node 0-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS (mph) 3658 2666 1114 1.044 11 1 Collector/ Local Road 1700 40 3659 1102 1120 1.937 11 1 Minor Arterial 1700 40 3660 1120 1102 1.937 11 1 Minor Arterial 1700 40 3661 1120 1123 0.04 11 1 Minor Arterial 1700 40 3662 1123 1120 0.04 11 1 Minor Arterial 1700 40 3663 1127 1131 0.039 11 1 Minor Arterial 1700 40 3664 1131 1127 0.039 11 1 Minor Arterial 1700 40 3665 1131 1132 0.1 11 1 Minor Arterial 1700 40 3666 1132 1131 0.1 11 1 Minor Arterial 1700 40 3667 1114 1135 0.929 11 1 Major Arterial 1700 45 3668 1135 1114 0.929 11 1 Major Arterial 1700 45 3669 1110 1161 1.295 12 1 Minor Arterial 1700 35 3670 1161 1110 1.295 12 1 Minor Arterial 1700 35 3671 1143 1136 0.106 11 2 Principal Arterial 3300 45 3672 1146 1139 0.304 11 2 Principal Arterial 3300 45 3673 1464 1141 0.016 12 3 Freeway 6150 45 3674 1142 1147 0.29 11 2 Principal Arterial 3300 45 3675 1145 1463 0.06 11 2 Major Arterial 3200 45 3676 1132 1153 0.283 11 1 Minor Arterial 1700 40 3677 1153 1132 0.283 11 1 Minor Arterial 1700 40 3678 1154 1152 0.056 11 2 Major Arterial 3200 45 3679 1155 1158 0.2 11 1 Major Arterial 1700 45 3680 1158 1155 0.2 11 1 Major Arterial 1700 45 3681 1158 1160 0.239 11 1 Major Arterial 1700 45 3682 1153 1162 0.185 11 1 Minor Arterial 1700 40 3683 1159 1158 0.216 11 1 Major Arterial 1700 45 3684 1119 1165 0.669 11 1 Minor Arterial 1700 40 3685 1165 1119 0.669 11 1 Minor Arterial 1700 40 3686 1162 1166 0.579 11 1 Major Arterial 1700 45 3687 1165 1167 0.258 11 1 Minor Arterial 1700 40 3688 1167 1165 0.258 11 1 Minor Arterial 1700 40 3689 1166 1168 0.177 12 1 Minor Arterial 1700 35 3690 1167 1168 0.079 11 1 Major Arterial 1700 45 3691 1168 1167 0.079 11 1 Major Arterial 1700 45 3692 1169 1159 0.781 11 1 Major Arterial 1700 45 3693 1159 1171 0.86 11 1 Collector / Local Road 1700 40 3694 1171 1159 0.86 11 1 Collector / Local Road 1700 40 3695 1177 1179 0.715 11 2 Principal Arterial 3300 45 3696 1462 1178 0.714 11 2 Principal Arterial 3300 45 3697 1169 1180 1.436 11 1 Major Arterial 1700 45 3698 1180 1169 1.436 11 1 Major Arterial 1700 45 3699 1180 1181 0.191 11 1 Major Arterial 1700 45 3700 1181 1180 0.191 11 1 Major Arterial 1700 45 3701 1179 1185 0.411 11 2 Ramp 3000 45 3702 1186 1184 0.233 11 1 Principal Arterial 1700 50 3703 1187 1188 0.067 11 2 Major Arterial 3200 45 3704 1188 1187 0.067 11 1 Major Arterial 1700 50 3705 1189 2667 0.857 11 1 Major Arterial 1700 50 3706 2667 1189 0.857 11 1 Major Arterial 1700 50 3707 389 393 0.239 11 1 Minor Arterial 1700 40 3708 393 389 0.239 11 1 Minor Arterial 1700 40 3709 336 343 0.526 11 1 Collector / Local Road 1700 40 3710 343 336 0.526 11 1 Collector / Local Road 1700 40 3711 888 2687 0.673 11 1 Major Arterial 1700 45 3712 2687 888 0.673 11 1 Major Arterial 1700 45 3713 380 385 0.217 11 1 Major Arterial 1250 45 3714 385 380 0.217 11 1 Major Arterial 1250 45 3715 193 1192 0.921 11 2 Principal Arterial 3300 45 3716 1192 193 0.921 11 2 Principal Arterial 3300 45 3717 598 1573 0.335 11 1 Minor Arterial 1250 40 3718 1573 598 0.335 11 1 Minor Arterial 1250 40 3719 725 734 1.11 11 1 MajorArterial 1250 45 Page 60 of 100 Appendix C - Page 61 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type S ration Flow FFS (mph)

Lo (mi) Width (ft) Lanes Rate (veh/hr) 3720 734 725 1.11 11 1 Major Arterial 1250 45 3721 273 280 0.321 11 1 Minor Arterial 1700 40 3722 280 273 0.321 11 1 Minor Arterial 1700 40 3723 359 362 0.349 1 11 1 Principal Arterial 1700 45 3724 362 359 0.349 11 1 Principal Arterial 1700 45 3725 441 531 0.934 11 1 Minor Arterial 1700 40 3726 531 441 0.934 11 1 Minor Arterial 1700 40 3727 448 1017 2.239 11 1 Principal Arterial 1700 45 3728 1017 448 2.239 11 1 Principal Arterial 1700 45 3729 1520 843 1.02 12 2 Freeway 4100 50 3730 845 834 0.47 12 2 Freeway 4100 50 3731 363 373 1.935 11 1 Minor Arterial 1700 40 3732 373 363 1.935 11 1 Minor Arterial 1700 40 3733 923 939 2.716 11 1 Collector / Local Road 1250 40 3734 939 923 2.716 11 1 Collector / Local Road 1250 40 3735 1057 1087 0.237 12 1 Ramp 1500 35 3736 1089 1201 0.192 12 1 Ramp 1500 35 3737 1181 1183 0.358 12 1 Ramp 1500 35 3738 465 272 0.34 12 2 Freeway 4100 60 3739 1211 1406 0.145 12 2 Freeway 4100 65 3740 1254 1417 0.117 11 1 Principal Arterial 1700 45 3741 1417 1254 0.117 11 1 Principal Arterial 1700 45 3742 1254 2632 0.499 11 2 Principal Arterial 3300 45 3743 2632 1254 0.499 11 2 Principal Arterial 3300 45 3744 1280 1416 0.082 11 1 Major Arterial 1250 45 3745 1416 1280 0.082 11 1 Major Arterial 1250 45 3746 1298 1296 0.58 12 1 Ramp 1500 35 3747 1354 1356 0.246 11 1 Major Arterial 1250 45 3748 1356 1354 0.246 11 1 Major Arterial 1250 45 3749 199 1364 0.652 12 1 Ramp 1500 35 3750 1364 199 0.652 12 1 Ramp 1500 35 3751 1367 1369 0.356 11 1 Major Arterial 1250 45 3752 1369 1367 0.356 11 1 Major Arterial 1250 45 3753 1372 2362 0,183 11 1 Major Arterial 1250 45 3754 2362 1372 0.183 11 1 Major Arterial 1250 45 3755 1374 1948 0.826 11 1 Principal Arterial 1600 45 3756 1948 1374 0.826 11 1 Principal Arterial 1600 45 3757 1274 2568 0.227 11 1 Minor Arterial 1250 40 3758 2568 1274 0.227 11 1 Minor Arterial 1250 40 3759 1414 1415 0.594 11 1 Minor Arterial 1250 45 3760 1200 1055 0.517 11 1 Ramp 1500 55 3761 1422 1425 0.63 11 1 Ramp 1500 55 3762 1052 1050 0.082 12 1 Ramp 1500 35 3763 1231 1242 0.108 11 1 Minor Arterial 1700 40 3764 1084 1098 1.301 11 1 Minor Arterial 1700 40 3765 1098 1084 1.301 11 1 Minor Arterial 1700 40 3766 214 226 1.427 11 1 Principal Arterial 1700 45 3767 226 214 1.427 11 1 Principal Arterial 1700 45 3768 1436 2371 0.187 11 2 Principal Arterial 3300 45 3769 172 173 0.692 11 1 Principal Arterial 1700 45 3770 173 172 0.692 11 1 Principal Arterial 1700 45 3771 697 708 1.174 11 2 Minor Arterial 3200 45 3772 708 697 1.174 11 2 Minor Arterial 3200 45 3773 1105 1116 0.737 11 1 Minor Arterial 1700 40 3774 1116 1105 0.737 11 1 Minor Arterial 1700 40 3775 1040 1068 1.678 11 1 Major Arterial 1700 45 3776 1068 1040 1.678 11 1 Major Arterial 1700 45 3777 1068 1093 1.537 11 1 Major Arterial 1700 45 3778 1093 1068 1.537 11 1 Major Arterial 1700 45 3779 940 977 1.403 11 1 Minor Arterial 1700 40 3780 977 940 1.403 11 1 Minor Arterial 1700 40 3781 991 1038 0.771 11 1 Collector / Local Road 1700 40 Page 61 of 100 Appendix C - Page 62 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Ln#

DoeUNe mi) Width (ft) Lanes Rate (vehlhr F 3782 1038 991 0.771 11 1 Collector / Local Road 1700 40 3783 1453 1416 0.048 11 1 Collector / Local Road 1250 40 3784 248 1572 1.148 11 1 Major Arterial 1250 45 3785 1572 248 1.148 11 1 Major Arterial 1250 45 3786 225 235 1.059 12 1 Major Arterial 1700 35 3787 235 225 1.059 12 1 Major Arterial 1700 35 3788 244 268 1.867 11 1 Minor Arterial 1700 40 3789 268 244 1.867 11 1 Minor Arterial 1700 40 3790 408 410 0.733 11 1 Collector / Local Road 1700 40 3791 410 408 0.733 11 1 Collector / Local Road 1700 40 3792 660 1455 1.27 11 1 Major Arterial 1700 45 3793 1455 660 1.27 11 1 Major Arterial 1700 45 3794 703 1455 4.167 11 1 Major Arterial 1700 45 3795 1455 703 4.167 11 1 Major Arterial 1700 45 3796 967 970 0.322 11 1 Minor Arterial 1250 40 3797 969 967 0.295 11 1 Minor Arterial 1250 40 3798 1285 1288 0.233 11 2 Major Arterial 3200 45 3799 1294 1405 0.383 11 2 Major Arterial 3200 45 3800 1405 1286 0.423 11 2 Major Arterial 3200 45 3801 1185 1461 0.125 11 2 PrincipalArterial 3300 45 3802 1176 1170 0.402 12 2 Freeway 4100 45 3803 1164 1172 0.423 12 2 Freeway 4100 45 3804 1170 1163 0.446 12 2 Freeway 4100 45 3805 1148 1164 0.195 12 2 Freeway 4100 45 3806 1465 1149 0.196 12 3 Freeway 6150 45 3807 1151 1143 0.082 11 2 Principal Arterial 3300 45 3808 1134 1126 0.095 12 2 Freeway 4100 45 3809 1117 1130 0.177 12 2 Freeway 4100 45 3810 1126 1122 0.183 12 2 Freeway 4100 45 3811 1113 1117 0.382 12 2 Freeway 4100 45 3812 1112 1466 0.615 12 2 Freeway 4100 45 3813 1138 1137 3.02 11 2 Principal Arterial 3300 45 3814 1136 1142 3.01 11 2 Principal Arterial 3300 45 3815 1335 1339 0.215 12 2 Freeway 4100 60 3816 1336 1338 0.319 12 2 Freeway 4100 60 3817 1353 1341 0.458 12 2 Freeway 4100 60 3818 1352 1404 1.742 12 2 Freeway 4100 60 3819 1377 1473 1.499 11 2 Ramp 3000 40 3820 1391 1395 0.429 12 2 Freeway 4100 65 3821 1305 1309 0.828 11 2 Principal Arterial 3700 55 3822 1301 1296 0.173 11 2 Principal Arterial 3700 55 3823 1297 1305 0.599 11 2 Principal Arterial 3700 55 3824 311 483 0.399 11 1 Principal Arterial 1700 45 3825 483 329 0.146 11 1 Principal Arterial 1700 45 3826 192 319 0.147 11 1 Principal Arterial 1700 45 3827 328 159 0.332 11 1 Principal Arterial 1700 45 3828 284 1478 0.211 11 1 Collector / Local Road 1700 40 3829 1259 1261 0.626 12 2 Freeway 4100 65 3830 1245 1244 0.223 12 2 Freeway 4100 65 3831 1248 1411 0.29 12 2 Freeway 4100 65 3832 1243 1410 0.187 12 2 Freeway 4100 65 3833 1480 1248 0.232 12 2 Freeway 4100 65 3834 1252 1237 0.167 11 1 Minor Arterial 1700 40 3835 1253 1255 0.121 11 1 Minor Arterial 1700 40 3836 1228 1220 0.96 12 2 Freeway 4100 65 3837 1481 1214 0.713 12 2 Freeway 4100 65 3838 1220 1211 0.194 12 2 Freeway 4100 65 3839 1207 1481 0.466 12 2 Freeway 4100 65 3840 1408 1213 0.232 11 2 Major Arterial 3200 45 3841 1216 1210 0.12 11 2 Principal Arterial 3700 50 3842 272 469 0.247 12 2 Freeway 4100 60 3843 304 471 0.446 12 2 Freeway 4100 60 Page 62 of 100 Appendix C - Page 63 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik -Nde Link#

UNod DNoe 0-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Rate________

Fvelhr) (ph 3844 469 474 0.414 12 2 Freeway 4100 60 3845 1482 303 0.273 12 2 Freeway 4100 60 3846 474 475 0.255 12 2 Freeway 4100 60 3847 1 480 1482 1 0.06 12 2 1 Freeway 4100 60 3848 475 315 0.06 12 2 Freeway 4100 60 3849 1407 1205 0.322 12 2 Freeway 4100 65 3850 491 480 0.355 12 2 Freeway 4100 60 3851 162 491 0.453 11 2 Principal Arterial 3700 50 3852 1055 1419 1.63 12 2 Freeway 4100 60 3853 1427 1066 0.136 11 2 Principal Arterial 3700 50 3854 1484 1485 0.852 12 2 Freeway 4100 65 3855 321 477 0.644 12 2 Freeway 4100 65 3856 955 978 1.062 11 2 Principal Arterial 3300 45 3857 1051 1424 0.149 11 1 Principal Arterial 1700 45 3858 1468 1201 0.393 12 2 Freeway 4100 55 3859 1201 1048 1.661 12 2 Freeway 4100 55 3860 1199 1425 0.237 12 2 Freeway 4100 55 3861 1430 1057 1.84 12 2 Freeway 4100 55 3862 1020 1005 0.378 12 2 Freeway 4100 45 3863 992 998 13.659 12 2 Freeway 4100 45 3864 1005 1011 1.311 12 2 Freeway 4100 45 3865 993 992 0.999 12 2 Freeway 4100 45 3866 1002 1008 0.929 12 2 Freeway 4100 45 3867 994 993 __1.073 12 2 Freeway 4100 45 3868 1008 1007 __1.153 12 2 Freeway 4100 45 3869 982 994 __1.346 12 2 Freeway 4100 45 3870 1015 984 0.237 11 1 Principal rterial 1600 45 3871 2695 569 0.9 12 2 Freeway 4100 60 3872 586 567 0.938 12 2 Freeway 4100 60 3873 616 624 1.471 12 2 Freeway 4100 55 3874 655 645 11.239 12 2 Freeway 4100 55 3875 645 623 1.728 12 2 Freeway 4100 55 3876 654 715 4.802 12 2 Freeway 4100 55 3877 718 655 3.281 12 2 Freeway 4100 55 3878 549 2693 0.302 11 2 Minor Arterial 3200 40 3879 1075 1072 0.132 11 1 Principal Arterial 1600 45 3880 1076 1083 0.281 11 1 Principal Arterial 1600 45 3881 772 782 1.114 12 2 Freeway 4100 55 3882 731 718 1.202 12 2 Freeway 4100 55 3883 715 1498 1.196 12 2 Freeway 4100 55 3884 349 357 0.22 11 1 Collector / Local Road 1700 40 3885 372 1499 0.298 12 3 Freeway 6150 65 3886 376 361 0.504 11 2 Major Arterial 2700 50 3887 1500 495 0.378 12 3 Freeway 6150 65 3888 1505 1514 0.114 11 2 Major Arterial 3200 40 3889 1507 1506 0.829 12 2 Freeway 4100 65 3890 508 506 1.411 12 2 Freeway 4100 65 3891 1503 511 1 12 2 Freeway 4100 65 3892 384 397 0.65 11 1 Principal Arterial 1700 45 3893 518 517 0.414 12 2 Freeway 4100 65 3894 515 516 0.938 12 2 Freeway 4100 65 3895 517 514 0.221 12 2 Freeway 4100 65 3896 513 515 0.288 12 2 Freeway 4100 65 3897 528 521 0.719 12 2 Freeway 4100 65 3898 1510 2698 1.273 12 2 Freeway 4100 60 3899 1511 1513 0.877 12 2 Freeway 4100 60 3900 1512 1510 0.879 12 2 Freeway 4100 60 3901 536 535 0.655 12 2 Freeway 4100 65 3902 496 498 0.898 12 2 Freeway 4100 60 3903 514 510 0.472 12 2 Freeway 4100 65 3904 436 519 1.ý208 12 1 2 1 Freeway 4100 65 3905 1 440 1517 0.264 12 2 Freeway 4100 60 Page 63 of 100 Appendix C - Page 64 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

UNd Link#

UNod -oe D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Felhow Rate________

___(mph) 3906 428 1190 0.373 11 1 Minor Arterial 1700 40 3907 1190 428 0.373 11 1 Minor Arterial 1700 40 3908 1522 1533 0.942 12 2 Freeway 4100 65 3909 1 862 857 0.442 1 12 2 Freeway 4100 50 3910 871 909 2.409 12 2 Freeway 4100 50 3911 888 1523 0.219 11 2 Principal Arterial 3300 45 3912 1524 1525 0.183 12 2 Freeway 4100 55 3913 1526 2680 0.092 12 2 Freeway 4100 55 3914 934 1429 10.555 12 2 Freeway 4100 60 3915 927 935 0.556 12 2 Freeway 4100 60 3916 1527 937 0.815 12 4 Freeway 8200 55 3917 950 949 0.194 11 1 Principal Arterial 1700 45 3918 1530 950 0.151 11 1 Principal Arterial 1700 45 3919 1528 2649 0.426 12 3 Freeway 6150 55 3920 879 881 0.32 12 2 Freeway 4100 65 3921 876 879 0.141 12 2 Freeway 4100 65 3922 877 1532 1.005 12 2 Freeway 4100 65 3923 872 1521 1.525 12 2 Freeway 4100 65 3924 900 1534 2.198 12 2 Freeway 4100 50 3925 924 925 0.075 11 1 Collector / Local Road 1700 40 3926 925 924 0.075 11 1 Collector / Local Road 1700 40 3927 1195 1536 0.276 12 2 Freeway 4100 65 3928 484 490 0.417 12 2 Freeway 4100 65 3929 492 164 1.051 12 2 Freeway 4100 55 3930 189 185 0.395 12 2 Freeway 4100 55 3931 183 179 0.527 12 2 Freeway 4100 55 3932 482 160 0.605 _ 11 2 Principal Arterial 3700 50 3933 1191 1539 0.465 _ 11 1 Major Arterial 1250 45 3934 1539 1191 0.465 _ 11 1 Major Arterial 1250 45 3935 255 636 1.765 11 1 Collector /Local Road 1250 40 3936 636 255 1.765 11 1 Collector / Local Road 1250 40 3937 1023 1024 1.265 11 1 Principal Arterial 1700 45 3938 1024 1023 11.265 11 1 Principal Arterial 1700 45 3939 701 1703 0.833 11 1 Major Arterial 1250 40 3940 1703 701 0.833 11 1 Major Arterial 1250 40 3941 801 1745 2.322 11 1 Minor Arterial 1250 40 3942 1745 801 2.322 11 1 Minor Arterial 1250 40 3943 893 1782 2.577 11 1 Major Arterial 1250 45 3944 1782 893 .2.577 11 1 Major Arterial 1250 45 3945 703 725 1.502 _ 11 1_ Major Arterial 1700 45 3946 725 703 1.502 _ 11 1___ Major Arterial 1700 45 3947 212 216 0.812 _ 11 1_ Major Arterial 1700 50 3948 216 212 0.812 _ 11 1_ Major Arterial 1700 50 3949 1550 2655 1.36 11 2 Principal Arterial 3700 55 3950 478 476 0.092 _ 11 1 Ramp 1500 55 3951 662 679 0.465 _ 11 1_ Major Arterial 1700 45 3952 679 662 0.465 11 1___ Major Arterial 1700 45 3953 1092 1095 0.898 11 1_ Collector?/ Local Road 1250 40 3954 1095 1092 0.898 11 1_ Collector?/ Local Road 1250 40 3955 1036 1061 2.055 11 1_ Principal Arterial 1700 45 3956 1061 1036 2.055 11 1_ Principal Arterial 1700 45 3957 833 886 2.105 11 1___ Collector?/ Local Road 1700 40 3958 886 833 2.105 11 1 Collector?/ Local Road 1700 40 3959 839 922 3.967 11 1_ Collector?/ Local Road 1250 40 3960 922 839 3.967 11 1_ Collector?/ Local Road 1250 40 3961 736 745 1.665 11 1___ Major Arterial 1250 50 3962 745 736 1.665 11 1_ Major Arterial 1250 50 3963 274 306 1.489 11 1_ Principal Arterial 1700 45 3964 306 274 1.489 11 1_ Principal Arterial 1700 4 395 953 957 0.448 11 1___ Minor Arterial 1700 40 396 957 953 0.448 11 1 1_ Minor Arterial 1700 40 397 1069 1090 1 0.81 11 1 1 Collector?/ Local Road 1700 40 Page 64 of 100 Appendix C - Page 65 of 117

Appendix C Limerick NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link # U-Node 0-Node (mi) Width (ft) Lanes Rate (vehlhr)_FFS_(mph) 3968 1090 1069 0.81 11 1 Collector / Local Road 1700 40 3969 702 714 1.702 12 1 Major Arterial 1700 35 3970 714 702 1.702 12 1 Major Arterial 1700 35 3971 2379 1398 3.141 12 2 Freeway 4100 65 3972 341 363 1.414 11 1 Collector / Local Road 1700 40 3973 363 341 1.414 11 1 Collector / Local Road 1700 40 3974 783 795 0.486 11 1 Minor Arterial 1700 40 3975 795 783 0.486 11 1 Minor Arterial 1700 40 3976 737 749 2.167 11 1 Collector / Local Road 1700 40 3977 749 737 2.167 11 1 Collector / Local Road 1700 40 3978 1024 1060 2.555 11 1 Collector / Local Road 1700 40 3979 1060 1024 2.555 11 1 Collector / Local Road 1700 40 3980 842 844 0.757 11 1 Major Arterial 1700 45 3981 844 842 0.757 11 1 Major Arterial 1700 45 3982 1295 1487 0.839 12 2 Freeway 4100 60 3983 838 864 0.829 11 1 Minor Arterial 1250 40 3984 864 838 0.829 11 1 Minor Arterial 1250 40 3985 817 818 1.809 11 1 Minor Arterial 1700 40 3986 818 817 1.809 11 1 Minor Arterial 1700 40 3987 811 832 0.64 11 1 Minor Arterial 1700 40 3988 832 811 0.64 11 1 Minor Arterial 1700 40 3989 810 811 0.156 11 1 Minor Arterial 1700 40 3990 811 810 0.156 11 1 Minor Arterial 1700 40 3991 228 243 2.349 11 1 Major Arterial 1700 45 3992 243 228 2.349 11 1 Major Arterial 1700 45 3993 233 239 0.947 11 1 Minor Arterial 1700 40 3994 239 233 0.947 11 1 Minor Arterial 1700 40 3995 247 274 3.042 11 1 Collector / Local Road 1700 40 3996 274 247 3.042 11 1 Collector I Local Road 1700 40 3997 554 571 0.844 10 1 Collector / Local Road 800 15 3998 571 554 0.844 10 1 Collector / Local Road 800 15 3999 585 1578 0.405 11 1 Minor Arterial 1700 40 4000 1578 585 0.405 11 1 Minor Arterial 1700 40 4001 634 1579 1.281 11 1 Collector / Local Road 1700 40 4002 1579 634 1.281 11 1 Collector / Local Road 1700 40 4003 585 602 0.961 11 1 Minor Arterial 1700 40 4004 602 585 0.961 11 1 Minor Arterial 1700 40 4005 607 629 1.128 11 1 Major Arterial 1700 45 4006 629 607 1,128 11 1 Major Arterial 1700 45 4007 688 704 0.747 11 1 Collector / Local Road 1250 40 4008 704 688 0.747 11 1 Collector / Local Road 1250 40 4009 602 611 0.42 11 1 Minor Arterial 1700 40 4010 611 602 0.42 11 1 Minor Arterial 1700 40 4011 464 465 0.511 12 2 Freeway 4100 60 4012 1504 2714 0.503 12 2 Freeway 4100 65 4013 1582 2051 2.655 12 2 Freeway 4100 55 4014 1469 1113 0.732 12 2 Freeway 4100 45 4015 1122 1112 0.309 12 2 Freeway 4100 45 4016 1088 1469 1.063 12 2 Freeway 4100 55 4017 1011 1002 0.322 12 2 Freeway 4100 45 4018 2649 962 0.674 12 3 Freeway 6150 55 4019 961 2650 0.635 12 3 Freeway 6150 55 4020 2650 1531 0.342 12 3 Freeway 6150 55 4021 1531 1527 0.296 12 3 Freeway 6150 55 4022 1597 1660 0.896 12 2 Freeway 4100 55 4023 1598 1599 1.244 12 2 Freeway 4100 55 4024 1606 1807 0.078 11 1 Major Arterial 1700 45 4025 1807 1606 0.078 11 1 Major Arterial 1700 45 4026 1609 1611 0.129 10 1 Collector / Local Road 800 15 4027 1611 1609 0.129 10 1 Collector / Local Road 800 15 4028 846 873 3.47 11 1 Collector / Local Road 1250 40 4029 873 846 3.47 11 1 Collector / Local Road 1250 40 Page 65 of 100 Appendix C - Page 66 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ________ (ml) Width (ft) Lanes ___________ Rate (vehlhr) _____

4030 823 824 0.439 11 1 Minor Arterial 1700 40 4031 824 823 0.439 11 1 Minor Arterial 1700 40 4032 734 773 2.05 11 1 Major Arterial 1700 45 4033 1 773 734 2.05 1 11 1 Major Arterial 1700 45 4034 1626 1778 0.341 _ 11 1_ Minor Arterial 1700 40 4035 1778 1626 0.341 _ 11 1_ Minor Arterial 1700 40 4036 924 2638 0.659 _ 11 1___ Collector / Local Road 1700 40 4037 2638 924 0.659 11 1 Collector / Local Road 1700 40 4038 1034 1037 1.765 11 2 Principal Arterial 3300 45 4039 1037 1034 1.765 11 2 Principal Arterial 3300 45 4040 964 1036 1.325 11 1 Principal Arterial 1700 45 4041 1036 964 1.325 11 1 Principal Arterial 1700 45 4042 1627 1628 0.372 11 2 Major Arterial 3600 50 4043 1628 1627 0.372 11 2 Major Arterial 3600 50 4044 1058 1629 0.367 10 1 Collector / Local Road 800 15 4045 1629 1058 0.367 10 1 Collector / Local Road 800 15 4046 1040 1041 0.601 11 1 Principal Arterial 1700 45 4047 1041 1040 0.601 11 1 Principal Arterial 1700 45 4048 1091 1099 1.754 11 1 Collector / Local Road 1700 40 4049 1099 1091 1.754 11 1 Collector/I Local Road 1700 40 4050 1174 1175 0.795 11 1 Collector / Local Road 1700 40 4051 1175 1174 0.795 11 1 Collector /Local Road 1700 40 4052 390 844 2.288 11 1_ Major Arterial 1700 45 4053 844 390 12.288 11 1_ Major Arterial 1700 45 4054 1 334 356 1.492 1 11 1_ Minor Arterial 1700 40 4055 356 334 1.492 11 1___ Minor Arterial 1700 40 4056 690 709 0.785 11 1___ Collector / Local Road 1250 40 4057 709 690 0.785 11 1_ Collector / Local Road 1250 40 4058 806 830 1.073 11 1_ Principal Arterial 1700 45 4059 830 806 1.073 11 1 Principal Arterial 1700 45 4060 679 680 0.636 11 1 1 Minor Arterial 1700 40 4061 680 679 0.636 11 1 Minor Arterial 1700 40 4062 839 905 4.083 11 1_ Collector / Local Road 1250 40 4063 905 839 4.083 11 1 Collector / Local Road 1250 40 4064 1633 1634 0.091 11 2 Minor Arterial 3200 40 4065 1634 1633 0.091 11 2 Minor Arterial 3200 40 4066 1563 2766 1.044 11 2 Principal Arterial 3300 45 4067 2766 1563 1.044 11 2 Principal Arterial 3300 45 4068 1594 1635 0.355 12 1 Minor Arterial 1700 25 4069 1635 1594 0.355 12 1 Minor Arterial 1700 25 4070 1653 2765 0.614 11 1 Minor Arterial 1700 40 4071 2765 1653 0.614 11 1 Minor Arterial 1700 40 4072 1652 1653 0.115 10 1 Collector / Local Road 800 15 4073 1653 1652 0.115 10 1 Collector /Local Road 800 15 4074 1653 1657 0.271 11 1 Minor Arterial 1700 40 4075 1657 1653 0.271 11 1 Minor Arterial 1700 40 4076 1655 1656 0.238 11 1 Major Arterial 1700 45 4077 1656 1655 0.238 11 1 Major Arterial 1700 45 4078 1622 1656 0.53 11 1 Major Arterial 1700 45 4079 1656 1622 0.53 11 1 Major Arterial 1700 45 4080 1656 1661 0.286 11 1 Minor Arterial 1700 40 4081 1661 1656 0.286 11 1 Minor Arterial 1700 40 4082 1658 1662 1.17 12 1 Major Arterial 1700 35 4083 1662 1658 1.17 12 1 Major Arterial 1700 35 4084 1670 1674 0.405 11 1 Minor Arterial 1250 40 4085 1674 1670 0.405 11 1 Minor Arterial 1250 40 4086 1542 1674 0.989 11 1 Minor Arterial 1250 40 4087 1674 1542 10.989 11 1 Minor Arterial 1250 40 4088 1675 1682 0.788 11 ~ 1- Collector / Local Road 1250 40 4089 1682 1675 0.788 11 1_ Collector / Local Road 1 1250 40 4090 1671 1676 0.911 11 1 Minor Arterial 1250 40 4091 1676 1671 0.911 11 1 1 Minor Arterial 1250 40 Page 66 of 100 Appendix C - Page 67 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S (ml) Width (ft) Lanes Rate (vehlhr) 4092 1614 1676 2.026 10 1 Collector /Local Road 800 15 4093 1676 1614 2.026 10 1 Collector /Local Road 800 15 4094 1680 1683 0.315 11 1 Principal Arterial 1700 45 4095 11686 1693 1.293 1 11 1 Minor Arterial 1250 40 4096 1693 1686 1.293 11 1 Minor Arterial 1250 40 4097 1692 1700 1.138 11 1 Minor Arterial 1250 40 4098 1700 1692 1.138 11 1 Minor Arterial 1250 40 4099 1696 1702 1.241 11 1 Minor Arterial 1250 40 4100 1702 1696 1.241 11 1 Minor Arterial 1250 .40 4101 1694 1699 0.534 11 1_ Minor Arterial 1250 40 4102 1699 1694 0.534 11 1 Minor Arterial 1250 40 4103 1698 1713 1.792 11 1 Principal Arterial 1600 45 4104 1713 1698 1.792 11 1 Principal Arterial 1600 45 4105 1696 2761 0.817 11 1 Minor Arterial 1250 40 4106 2761 1696 0.817 11 1 Minor Arterial 1250 40 4107 1702 1726 1.468 11 1 Minor Arterial 1250 40 4108 1726 1702 1.468 11 1_ Minor Arterial 1250 40 4109 1710 2657 0.538 11 1_ Major Arterial 1250 50 4110 2657 1710 0.538 11 1_ Major Arterial 1250 50 4111 1711 1717 0.355 11 1 Minor Arterial 1250 40 4112 1717 1711 0.355 11 1 Minor Arterial 1250 40 4113 1709 1950 0.373 11 1 Minor Arterial 1250 40 4114 1950 1709 0.373 11 1_ Minor Arterial 1250 40_

4115 1714 1716 0.438 12 1 Principal Arterial 1600 35 4116 1716 1714 0.438 12 _ 1 Principal Arterial 1600 35 4117 1716 1717 0.42 11 1_ Minor Arterial 1250 40 4118 1717 1716 0.42 11 1_ Minor Arterial 1250 40 4119 1716 1720 0.523 11 1 Principal Arterial 1600 50 4120 1720 1716 0.523 11 1 Principal Arterial 1600 50 4121 1722 2761 0.644 11 1 Minor Arterial 1250 40 4122 2761 1722 0.644 11 1_ Minor Arterial 1250 40 4123 1723 1905 0.742 11 1_ Minor Arterial 1250 40 4124 1905 1723 0.742 11 1_ Minor Arterial 1250 40 4125 1725 1729 0.615 11 1_ Collector /Local Road 1250 40 4126 1729 1725 0.615 11 1_ Collector /Local Road 1250 40 4127 1728 1730 0.728 11 1_ Minor Arterial 1250 40 4128 1730 1728 0.728 11 1 Minor Arterial 1250 40 4129 1725 1732 0.471 11 1 Major Arterial 1250 45 4130 1732 1725 0.471 _ 11 1 Major Arterial 1250 45 4131 739 1730 0.324 _ 11 1 Minor Arterial 1700 40 4132 1730 739 0.324 _ 11 1 ___ Minor Arterial 1700 40 4133 1721 1733 1.583 _ 11 1_ Collector /Local Road 1250 40 4134 1733 1721 1.583 _ 11 1_ Collector /Local Road 1250 40 4135 1739 2760 1.514 10 1 Collector /Local Road 800 15 4136 2760 1739 1.514 10 1 Collector /Local Road 800 15 4137 1374 1736 0.748 11 1 Major Arterial 1250 45 4138 1736 1374 0.748 11 1 Major Arterial 1250 45 4139 1738 1956 3.776 11 1 Minor Arterial 1250 40 4140 1956 1738 3.776 11 1 Minor Arterial 1250 40 4141 1740 1741 0.898 11 1 Major Arterial 1250 45 4142 1741 1740 0.898 _ 11 1 Major Arterial 1250 45 4143 1740 1743 10.604 11 1 Major Arterial 1250 45 4144 1743 1740 0.604 _ 11 1 Major Arterial 1250 45 4145 1742 1951 0.239 11 1 Minor Arterial 1250 40 4146 1951 1742 0.239 11 1 Minor Arterial 1250 40 4147 1739 1743 1.667 11 1 Minor Arterial 1250 40 4148 1743 1739 1.667 11 1 Minor Arterial 1250 40 4149 1744 1958 1.2 11 1 Minor Arterial 1250 40 4150 1958 1744 1.2 11 1 1 Minor Arterial 1250 40 738 1744 2.127 11 1 Minor Arterial 1250 40 151 4f 41 52 1744 738 2.127 1 11 1 Minor Arterial 1250 40 4153 11744 1753 1.78 1 11 1 Minor Arterial 1250 40 Page 67 of 100 Appendix C - Page 68 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Ln#-oUoe (mi) Width (ft) Lanes Rate (vehlhr) 4154 1753 1744 1.78 11 1 Minor Arterial 1250 40 4155 1736 1746 1.064 11 1 Major Arterial 1250 45 4156 1746 1736 1.064 11 1 Major Arterial 1250 45 4157 1742 1747 0.86 11 1 Collector / Local Road 1250 40 4158 1747 1742 0.86 11 1 Collector / Local Road 1250 40 4159 1612 1747 0.439 11 1 Collector / Local Road 1250 40 4160 1747 1612 0.439 11 1 Collector / Local Road 1250 40 4161 1746 1749 1.056 11 1 Major Arterial 1250 45 4162 1749 1746 1.056 11 1 Major Arterial 1250 45 4163 1749 1959 0.16 11 1 Major Arterial 1250 45 4164 1959 1749 0.16 11 1 Major Arterial 1250 45 4165 1751 2758 1.3 11 1 Major Arterial 1250 45 4166 2758 1751 1.3 11 1 Major Arterial 1250 45 4167 1575 1753 1.205 11 1 Minor Arterial 1250 40 4168 1753 1575 1.205 11 1 Minor Arterial 1250 40 4169 1749 1758 1.813 11 1 Minor Arterial 1250 40 4170 1758 1749 1.813 11 1 Minor Arterial 1250 40 4171 1750 1756 1.353 11 1 Major Arterial 1250 45 4172 1756 1750 1.353 11 1 Major Arterial 1250 45 4173 1762 1959 1.206 11 1 Major Arterial 1250 45 4174 1959 1762 1.206 11 1 Major Arterial 1250 45 4175 1760 1761 0.507 12 1 Major Arterial 1200 35 4176 1761 1760 0.507 12 1 Major Arterial 1200 35 4177 1575 1761 3.283 11 1 Minor Arterial 1250 40 4178 1761 1575 3.283 11 1 Minor Arterial 1250 40 4179 1756 1765 3.848 11 1 Principal Arterial 1600 45 4180 1765 1756 3.848 11 1 Principal Arterial 1600 45 4181 1556 1763 0.622 11 1 Minor Arterial 1700 40 4182 1763 1556 0.622 11 1 Minor Arterial 1700 40 4183 1762 1769 1.171 11 1 Major Arterial 1250 45 4184 1769 1762 1.171 11 1 Major Arterial 1250 45 4185 1762 1766 2.289 11 1 Minor Arterial 1250 40 4186 1766 1762 2.289 11 1 Minor Arterial 1250 40 4187 1778 1779 1.645 11 1 Minor Arterial 1250 40 4188 1779 1778 1.645 11 1 Minor Arterial 1250 40 4189 1543 1782 1.369 11 1 Major Arterial 1250 45 4190 1782 1543 1.369 11 1 Major Arterial 1250 45 4191 1781 1904 0.437 11 2 Major Arterial 3200 45 4192 1904 1781 0.437 11 2 Major Arterial 3200 45 4193 1784 1786 1.175 11 1 Major Arterial 1250 45 4194 1786 1784 1.175 11 1 Major Arterial 1250 45 4195 1777 1784 0.75 11 1 Minor Arterial 1250 40 4196 1784 1777 0.75 11 1 Minor Arterial 1250 40 4197 1790 1982 0.394 11 1 Ramp 1500 55 4198 1785 1803 1.64 11 1 Minor Arterial 1250 40 4199 1803 1785 1.64 11 1 Minor Arterial 1250 40 4200 1794 1796 0.437 11 1 Ramp 1500 55 4201 1796 1794 0.437 11 1 Ramp 1500 55 4202 1769 1804 2.108 11 1 MajorArterial 1250 45 4203 1804 1769 2.108 11 1 Major Arterial 1250 45 4204 1795 1804 1.209 11 1 Principal Arterial 1600 45 4205 1804 1795 1.209 11 1 Principal Arterial 1600 45 4206 1804 1808 0.443 11 1 Principal Arterial 1700 45 4207 1808 1804 0.443 11 1 Principal Arterial 1700 45 4208 1603 1623 0.049 11 1 Minor Arterial 1700 40 4209 1623 1603 0.049 11 1 Minor Arterial 1700 40 4210 1801 1809 0.474 11 1 Collector / Local Road 1250 40 4211 1809 1801 0.474 11 1 Collector / Local Road 1250 40 4212 1623 1933 0.995 11 1 Minor Arterial 1700 40 4213 1933 1623 0.995 11 1 Minor Arterial 1700 40 4214 1630 1810 0.687 11 1 Minor Arterial 1700 40 4215 1810 1630 0.687 11 1 Minor Arterial 1700 40 Page 68 of 100 Appendix C - Page 69 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- _______ (ml) Width (ft) Lanes __________ Rate (vehlhr) 4216 1811 1816 0.39 11 1 Collector /LocaliRoad 1700 40 4217 1816 1811 0.39 11 1 Collector /Local Road 1700 40 4218 1820 1822 0.655 12 2 Major Arterial 2700 35 4219 11822 1820 0.655 1 12 2 Major Arterial 2700 35 4220 1819 1821 0.212 11 1 Minor Arterial 1700 40 4221 1821 1819 0.212 11 1 Minor Arterial 1700 40 4222 1821 1825 0.364 11 1 Collector / Local Road 1700 40 4223 1825 1821 0.364 11 1 Collector / Local Road 1700 40 4224 1827 1828 0.211 11 1 Minor Arterial 1700 40 4225 1828 1827 0.211 _ 11 1 Minor Arterial 1700 40 4226 1828 1833 0.956 _ 11 1 Minor Arterial 1700 40 4227 1833 1828 0.956 _ 11 1 Minor Arterial 1700 40 4228 1818 1831 1.106 _ 11 1 Major Arterial 1700 45 4229 1831 1818 1.106 _ 11 1 Major Arterial 1700 45 4230 1823 1832 0.367 11 1 Collector/ Local Road 1700 40 4231 1832 1823 0.367 11 1 Collector / Local Road 1700 40 4232 1834 1835 0.384 _ 11 1 MajorArterial 1700 45 4233 1835 1834 0.384 _ 11 1 Major Arterial 1700 45 4234 1832 1836 0.429 11 1 Minor Arterial 1700 40 4235 1836 1832 0.429 11 1 Minor Arterial 1700 40 4236 1836 1838 0.866 11 1 Principal Arterial 1700 45 4237 18T38 1836 0.866 11 1 Principal Arterial 1700 45 4238 1544 1628 0.376 11 2 Major Arterial 3600 50 4239 1628 1544 0.376 11 2 Major Arterial 3600 50 4240 1837 1844 0.488 11 1 Minor Arterial 1700 40 4241 1844 1837 0.488 11 1 Minor Arterial 1700 40 4242 1835 1840 0.846 11 1 Major Arterial 1700 45 4243 1840 1835 0.846 11 1 Major Arterial 1700 45 4244 1841 1845 0.221 11 1 Ramp 1500 45 4245 1842 1589 0.12 12 1 Ramp 1500 35 4246 1846 1854 1.149 12 2 Freeway 4100 60 4247 1589 1975 0.525 11 1 Major Arterial 1700 45 4248 1975 1589 0.525 11 1 Major Arterial 1700 45 4249 1871 1872 0.105 11 1 Principal Arterial 1700 45 4250 1872 1871 0.105 11 1 Principal Arterial 1700 45 4251 1874 1938 0.66 11 1 Minor Arterial 1700 40 4252 1938 1874 0.66 11 1 Minor Arterial 1700 40 4253 1874 1875 0.15 11 1 Minor Arterial 1700 40 4254 1875 1874 0.15 11 1 Minor Arterial 1700 40 4255 1886 1934 0.398 11 1 Principal Arterial 1700 45 4256 1934 1886 0.398 11 1 Principal Arterial 1700 45 4257 1866 1887 0.935 11 1 Collector / Local Road 1700 40 4258 1887 1866 0.935 11 1 Collector / Local Road 1700 40 4259 1885 1887 1.064 11 1 Major Arterial 1700 45 1 4260 1887 1885 1.064 11 1 Major Arterial 1700 45 4261 1887 1898 1.177 11 1 Major Arterial 1700 45 4262 1898 1887 1.177 11 1 Major Arterial 1700 45 4263 1883 1898 0.794 11 1 Major Arterial 1700 45 4264 1898 1883 0.794 11 1 Major Arterial 1700 45 4265 1103 1877 1.318 11 1 Minor Arterial 1700 40 4266 1877 1103 1.318 11 1 Minor Arterial 1700 40 4267 1897 1899 1.361 11 2 Major Arterial 3200 45 4268 1899 1897 1.361 11 2 Major Arterial 3200 45 4269 1748 1753 1.099 11 1 Minor Arterial 1250 40 4270 1753 1748 1.099 11 1 Minor Arterial 1250 40 4271 1610 1783 1.182 11 1 Minor Arterial 1250 40 4272 1783 1610 1.182 11 1 Minor Arterial 1250 40 4273 1757 1908 0.444 11 1 Minor Arterial 1700 40 4274 1908 1757 0.444 11 1 Minor Arterial 1700 40 4275 1606 1906 10.586 10 1 Collector / Local Road 800 15 4276 1906 1606 0.586 10 1 Collector / Local Road 800 15::

4277 1556 1908 1.114 11 1 Minor Arterial 1700 400 Page 69 of 100 Appendix C - Page 70 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flow F(mh

______________ (ml) Width (ft) Lanes Roda ye Rate (vehlhr) F3(mh 4278 1908 1556 1.114 11 1 Minor Arterial 1700 40 4279 1666 1667 1.592 10 1 Collector / Local Road 800 15 4280 1667 1666 1.592 10 1 Collector / Local Road 800 15 4281 11914 1915 0.299 11 2 Principal Arterial 3300 45 4282 1915 1914 0.299 11 2 Principal Arterial 3300 45 4283 1621 1918 0.298 11 1 Major Arterial 1700 45 4284 1918 1621 0.298 11 1 Major Arterial 1700 45 4285 1705 1725 1.387 11 1_ Major Arterial 1250 45 4286 1725 1705 1.387 11 1 Major Arterial 1250 45 4287 1687 1923 0.554 10 1 Collector / Local Road 800 15 4288 1923 1687 0.554 10 1 Collector / Local Road 800 15 4289 1688 1692 1.04 11 1 Minor Arterial 1250 40 4290 1692 1688 1.04 11 1 Minor Arterial 1250 40 4291 1735 1946 0.758 12 1 Principal Arterial 1600 35 4292 1946 1735 0.758 12 1 Principal Arterial 1600 35 4293 1754 1767 2.791 11 1 Minor Arterial 1250 40 4294 1767 1754 2.791 11 1 Minor Arterial 1250 40 4295 1784 1806 1.533 11 1_ Major Arterial 1250 45 4296 1806 1784 1.533 11 1_ Major Arterial 1250 45 4297 11803 1925 1.537 1 11 1_ Minor Arterial 1250 40 4298 1925 1803 1.537 11 1_ Minor Arterial 1250 40 4299 1767 1926 0.659 11 1_ Minor Arterial 1250 40 4300 1926 1767 0.659 11 1 Minor Arterial 1250 40 4301 1740 1758 1.914 _ 11 1_ Minor Arterial 1250 40 4302 1758 1740 1.914 11 1_ Minor Arterial 1250 40 4303 1603 1604 0.386 11 1_ Collector / Local Road 1700 40 4304 1604 1603 0.386 11 1_ Collector / Local Road 1700 40 4305 1826 1834 0.329 11 1_ Major Arterial 1700 45 4306 1834 1826 0.329 11 1_ Major Arterial 1700 45 4307 1766 1795 1.899 11 1 Minor Arterial 1250 40 4308 1795 1766 1.899 _ 11 1_ Minor Arterial 1250 40 4309 1802 1817 1.363 11 1_ Minor Arterial 1700 40 4310 1817 1802 1.363 _ 11 1 ___ Minor Arterial 1700 40 4311 1798 1927 0.311 11 1 ___ Minor Arterial 1700 40 4312 1927 1798 0.311 _ 11 1 ___ Minor Arterial 1700 40 4313 1609 1772 1.565 11 1 Minor Arterial 1700 40 4314 1772 1609 1.565 11 1 Minor Arterial 1700 40 4315 1902 1930 0.39 11 2 Major Arterial 3200 45 4316 1930 1902 0.39 11 2 Major Arterial 3200 45 4317 1557 1933 0.7 11 1 Minor Arterial 1700 40 4318 1933 1557 0.7 11 1 Minor Arterial 1700 40 4319 1932 1933 0.783 10 1 Collector /Local Road 800 15 4320 1933 1932 0.783 10 1 Collector / Local Road 800 15 4321 1623 1834 1.807 11 1 Collector / Local Road 1700 40 4322 1834 1623 1.807 11 1 Collector / Local Road 1700 40 4323 1799 1805 1.482 11 2 Major Arterial 3200 45 4324 1805 1799 1.482 11 2 Major Arterial 3200 45 4325 1861 1934 0.509 11 1 Principal Arterial 1700 45 4326 1934 1861 0.509 11 1 Principal Arterial 1700 45 4327 1943 1935 0.219 12 2 Freeway 4100 60 4328 1939 1483 2.146 12 2 Freeway 4100 60 4329 1428 1940 2.093 12 2 Freeway 4100 60 4330 1829 1945 0.611 _ 11 i _ Minor Arterial 1700 40 4331 1945 1829 0.611 _ 11 1 Minor Arterial 1700 40 4332 1568 1879 0.284 _ 11 1 Major Arterial 1700 45 4333 1879 1568 0.284 _ 11 1_ Major Arterial 1700 45 4334 1899 1900 0.134 __11 1_ Major Arterial 1700 45 4335 1900 1899 0.134 _ 11 1 Major Arterial 1700 45 4336 1657 1964 1.732 _ 11 1_ MajorArterial 1700 45 4337 1964 1657 1.732 _ 11 1_ Major Arterial 1700 1 45 4338 1702 1705 1.903 1 11 1 Minor Arterial 1250 40 4339 1705 17021 1.903 1 11 1 Minor Arterial 1250 40 Page 70 of 100 Appendix C - Page 71 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lin -Noe

1. -Nde engh (Length Lne Numer ff h(ftLanesNme oadayType oda Saturation Flow FFS (mph)

Rate (vehlhr) 4340 1946 2725 0.389 12 1 Principal Arterial 1600 35 4341 2725 1946 0.389 12 1 Principal Arterial 1600 35 4342 1946 1947 0.146 10 1 Collector / Local Road 800 15 4343 11947 1946 0.146 1 10 1 Collector / Local Road 800 15 4344 1729 1732 0.918 11 1 Principal Arterial 1600 45 4345 1732 1729 0.918 11 1 Principal Arterial 1600 45 4346 1726 1729 1.12 11 1 Principal Arterial 1600 45 4347 1729 1726 1.12 11 1 Principal Arterial 1600 45 4348 1669 1697 13.834 11 1 Minor Arterial 1250 40 4349 1697 1669 3.834 11 1 Minor Arterial 1250 40 4350 1722 1724 0.526 12 1 Principal Arterial 1600 35 4351 1724 1722 0.526 12 1 Principal Arterial 1600 35 4352 1666 1669 1.249 10 1 Collector / Local Road 800 15 4353 1669 1666 1.249 10 1 Collector / Local Road 800 15 4354 1667 1669 1.221 _ 11 1 Collector / Local Road 1700 40 4355 1669 1667 1.221 _ 11 1 Collector / Local Road 1700 40 4356 1664 1667 2.046 _ 11 1_ Collector / Local Road 1700 40 4357 1667 1664 2.046 _ 11 1 Collector / Local Road 1700 40 4358 1715 1721 0.912 _ 12 1 Principal Arterial 1600 35 4359 1721 1715 0.912 _ 12 1 Principal Arterial 1600 35 4360 1733 1737 0.682 _ 11 1 ___ Minor Arterial 1250 40 4361 1737 1733 0.682 _ 11 1 Minor Arterial 1250 40 4362 1750 1951 1.521 11 1 Minor Arterial 1250 40 4363 1951 1750 1.521 _ 11 1_ Minor Arterial 1250 40 4364 1747 1954 1.233 _ 11 1 Principal Arterial 1600 45 4365 1954 1747 1.233 _ 11 1 Principal Arterial 1600 45 4366 1620 1663 0.346 _ 11 1_ Minor Arterial 1700 40 4367 1663 1620 0.346 _ 11 1 Minor Arterial 1700 40 4368 1741 1749 1.769 _ 11 1_ Major Arterial 1250 45 4369 1749 1741 1.769 11 1 Major Arterial 1250 45 4370 1728 1905 0.593 _ 11 1_ Minor Arterial 1250 40 4371 1905 1728 0.593 _ 11 1_ Minor Arterial 1250 40 4372 1449 1728 11.512 _ 11 1_ Minor Arterial 1250 40 4373 1728 1449 1.512 _ 11 1_ Minor Arterial 1250 40 4374 1706 1710 0.552 _ 11 1_ Major Arterial 1250 40 4375 1710 1706 0.552 11 1 Major Arterial 1250 40 4376 1870 1877 0.375 11 1_ Minor Arterial 1700 40 4377 1877 1870 0.375 11 1_ Minor Arterial 1700 40 4378 1875 1877 1.722 11 1_ Minor Arterial 1700 40 4379 1877 1875 1.722 11 1_ Minor Arterial 1700 40 4380 1850 1877 0.655 11 1_ Minor Arterial 1700 40 4381 1877 1850 0.655 11 1 Minor Arterial 1700 40 4382 1875 1961 1.576 11 1 Minor Arterial 1700 40 4383 1961 1875 1.576 11 1 Minor Arterial 1700 40 4384 1850 1961 0.372 11 1 Minor Arterial 1700 40 4385 1961 1850 0.372 11 1_ Minor Arterial 1700 40 4386 1888 1962 2.12 11 1 Major Arterial 1700 45 4387 1962 1888 2.12 11 1 Major Arterial 1700 45 4388 1824 1962 1.069 11 1 Major Arterial 1700 45 4389 1962 1824 1.069 11 1 Major Arterial 1700 45 4390 1804 1824 1.277 11 1 Major Arterial 1700 45 4391 1824 1804 1.277 11 1 Major Arterial 1700 45 4392 1803 2656 0.372 11 1 Minor Arterial 1250 40 4393 2656 1803 0.372 11 1 Minor Arterial 1250 40 4394 1803 1810 0.33 11 1_ Minor Arterial 1250 40 4395 1810 1803 0.33 11 1 Minor Arterial 1250 40 4396 1605 1808 1.456 11 1_ Principal Arterial 1700 45 4397 1808 1605 1.456 11 1_ Principal Arterial 1700 45 4398 1634 1636 0.261 11 1 Minor Arterial 1700 40 4399 1636 11634 0.261 11 1 Minor Arterial 1700 40 4400 1651 1654 0.105 12 1 Minor Arterial 1700 25 4401 1654 1651 0.

6105 12 1 Minor Arterial 1700 25 Page 71 of 100 Appendix C - Page 72 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik UNoe Link#

UNod -Nde D-ode Length (mi) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelhwr Rate________

(ph 4402 1874 1886 1.886 _ 11 1 Minor Arterial 1700 40 4403 1886 1874 1.886 11 1 Minor Arterial 1700 40 4404 1774 1965 0.886 _ 11 1 Major Arterial 1250 45 4405 11965 1774 0.886 1 11 1 Major Arterial 1250 45 4406 1835 1847 1.769 11 1 Minor Arterial 1700 40 4407 1847 1835 1.769 11 1 Minor Arterial 1700 40 4408 1831 1851 1.459 11 1 Major Arterial 1700 45 4409 1851 1831 1.459 11 1 Major Arterial 1700 45 4410 1853 1876 0.341 _ 11 1 Major Arterial 1700 45 4411 1876 1853 0.341 _ 11 1 Major Arterial 1700 45 4412 1746 1766 3.222 _ 11 1 Minor Arterial 1250 40 4413 1766 1746 3.222 _ 11 1 Minor Arterial 1250 40 4414 1770 1967 1.698 11 1 Major Arterial 1250 45 4415 1967 1770 1.698 11 1 Major Arterial 1250 45 4416 1767 1777 1.219 11 1 Minor Arterial 1250 40 4417 1777 __1767 1.219 _ 11 1 Minor Arterial 1250 40 4418 1759 __1767 1.945 11 1 Minor Arterial 1250 40 4419 1767 __1759 1.945 11 1 Minor Arterial 1250 40 4420 1556 1910 2.939 11 1 Minor Arterial 1700 40 4421 1910 1556 2.939 11 1 Minor Arterial 1700 40 4422 1625 1797 1.159 11 2 Principal Arterial 3300 45 4423 1797 1625 1.159 11 2 Principal Arterial 3300 45 4424 1655 1963 0.279 10 1 Collector / Local Road 800 15 4425 1963 1655 0.279 10 1 Collector / Local Road 800 15 4426 1843 1862 1.156 11 1 Principal Arterial 1700 45 4427 1862 1843 1.156 11 1 Principal Arterial 1700 45 4428 1828 1837 1.062 11 1 Collector / Local Road 1700 40 4429 1837 1828 1.062 11 1 Collector / Local Road 1700 40 4430 1872 1885 0.734 11 1 Principal Arterial 1700 45 4431 1885 1872 0.734 11 1 Principal Arterial 1700 45 4432 1605 1836 1.532 11 1 Principal Arterial 1700 45 4433 1836 1605 1.532 11 1 Principal Arterial 1700 45 4434 1812 1815 0.546 11 1 Minor Arterial 1700 40 4435 1815 1812 0.546 11 1 Minor Arterial 1700 40 4436 1630 1814 1.356 11 1 Minor Arterial 1250 40 4437 1814 1630 1.356 _ 11 1 Minor Arterial 1250 40 4438 1806 1925 0.822 _ 11 1 Minor Arterial 1250 40 4439 1925 1806 0.822 11 1 Minor Arterial 1250 40 4440 1818 1827 0.927 _ 11 1 Collector / Local Road 1700 40 4441 1827 1818 0.927 i 11 1 Collector / Local Road 1700 40 4442 1900 1901 0.29 11 1 Major Arterial 1700 45 4443 1901 1900 0.29 _ 11 1 Major Arterial 1700 45 4444 1603 1831 1.771 11 1 Minor Arterial 1700 40 4445 1831 1603 1.771 11 1 Minor Arterial 1700 40 4446 1674 2744 0.416 10 1 Collector / Local Road 800 15 4447 2744 1674 0.416 10 1 Collector / Local Road 800 15 4448 1820 1931 0.398 12 2 Major Arterial 2700 35 4449 1931 1820 0.398 12 2 Major Arterial 2700 35 4450 1819 1820 0.418 .10 1 Collector /Local Road 800 15 4451 1820 1819 0.418 10 1 Collector /Local Road 800 15 4452 1557 1931 0.311 11 1 Collector /Local Road 1700 40 4453 1931 1557 0.311 11 1 Collector /Local Road 1700 40 4454 1811 1931 0.205 11 1 Minor Arterial 1700 40 4455 1931 1811 0.205 11 1 Minor Arterial 1700 40 4456 1816 1819 0.178 11 1 Minor Arterial 1700 40 4457 1819 1816 0.178 11 1 Minor Arterial 1700 40 4458 1639 1638 0.167 12 2 Freeway 4100 55 4459 1649 1644 0.133 12 2 Freeway 4100 55 4460 1640 1639 0.345 12 2 1 Freeway 4100 55 4461 11647 1 641 0.966 12 2 Freeway 4100 55 4462 1659 1598 0.3 12 2 Freeway 4100 55 4463 1660 1545 0.559 1 12 2 Freeway 4100 1 55 Page 72 of 100 Appendix C - Page 73 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes __________ Rate (vehlhr) ____

4464 1683 1681 0.209 11 1 Principal Arterial 1700 45 4465 1842 1937 1.292 12 2 Freeway 4100 60 4466 1849 1842 0.311 12 2 Freeway 4100 60 4467 11869 1849 1.304 1 12 2 Freeway 4100 60 4468 1858 1569 1.061 12 2 Freeway 4100 60 4469 1884 1570 0.212 12 2 Freeway 4100 60 4470 1893 1884 3.915 12 2 Freeway 4100 60 4471 1896 1893 0.174 12 2 Freeway 4100 60 4472 1881 1891 14.043 12 2 Freeway 4100 60 4473 1605 1824 1.513 _ 11 1 Minor Arterial 1700 40 4474 1824 1605 1.513 11 1 Minor Arterial 1700 40 4475 1673 1678 0.874 _ 11 1 Minor Arterial 1700 40 4476 1678 1673 0.874 11 1 Minor Arterial 1700 40 4477 1697 1923 1.987 11 1 Minor Arterial 1250 40 4478 1923 1697 1.987 11 1 Minor Arterial 1250 40 4479 1628 1944 0.919 _ 11 1 Major Arterial 1700 45 4480 1944 1628 0.919 _ 11 1 Major Arterial 1700 45 4481 1607 1945 0.877 _ 10 1 Collector /Local Road 800 15 4482 1945 1607 0.877 10 1 Collector / Local Road 800 15 4483 1608 1829 1.072 _ 11 1 Minor Arterial 1700 40 4484 1829 1608 1.072 _ 11 1 Minor Arterial 1700 40 4485 1848 1852 0.24 _ 11 1 Minor Arterial 1700 40 4486 1852 1848 0.24 _ 11 1 Minor Arterial 1700 40 4487 1944 1979 1.33 _ 11 1 Major Arterial 1700 45 4488 1979 1944 1.33 11 1 Major Arterial 1700 45 4489 1984 1985 0.844 12 2 Principal Arterial 2750 35 4490 1985 1984 0.844 12 2 Principal Arterial 2750 35 4491 1989 1994 0.215 12 1 Ramp 1500 35 4492 1994 1989 0.215 12 1 Ramp 1500 35 4493 155 1991 2.305 11 1 Principal Arterial 1600 55 4494 1991 155 2.305 11 1 Principal Arterial 1600 55 4495 1991 1992 0.261 11 1 Principal Arterial 1600 55 4496 1992 1991 0.261 11 1 Principal Arterial 1600 55 4497 1999 2001 1.173 11 1 Major Arterial 1250 45 4498 2001 1999 1.173 11 1 Major Arterial 1250 45 4499 2002 2003 0.64 11 1 Minor Arterial 1700 40 4500 2003 2002 0.64 11 1 Minor Arterial 1700 40 4501 2001 2010 1.206 11 1 Major Arterial 1250 45 4502 2010 2001 1.206 11 1 Major Arterial 1250 45 4503 2000 2006 0.829 _ 11 1 Principal Arterial 1600 45 4504 2006 2000 0.829 _ 11 1 Principal Arterial 1600 45 4505 1997 2009 2.896 _ 11 1 Prnia rterial 1600 55 4506 2009 1997 2.896 _ 11 1 Principal Arterial 1600 55 4507 2011 2014 0.437 11 1 Major Arterial 1700 45 4508 2014 2011 0.437 11 1 Major Arterial 1700 45 4509 2007 2017 0.741 11 1 Minor Arterial 1250 40 4510 2017 2007 0.741 11 1 Minor Arterial 1250 40 4511 2018 2344 0.329 11 1 Collector /Local Road 1700 40 4512 2344 2018 0.329 11 1 Collector / Local Road 1700 40 4513 2019 2020 0.073 11 1 Principal Arterial 1700 55 4514 2020 2019 0.073 11 1 Principal Arterial 1700 55 4515 2022 2343 0.244 11 1 Minor Arterial 1700 40 4516 2343 2022 0.244 11 1 Minor Arterial 1700 40 4517 2020 2023 0.15 12 1 Principal Arterial 1700 35 4518 2023 2020 0.15 12 1 Principal Arterial 1700 35 4519 2026 2027 0.103 10 1 Collector / Local Road 800 15 4520 2027 2026 0.103 10 1 Collector / Local Road 800 15 4521 2021 2032 1.033 11 1 Minor Arterial 1250 40 4522 2032 2021 1.033 11 1 1 Minor Arterial 1250 40 14523 2026 2029 10.399 12 1 Principal Arterial 1700 35 4524 2029ý- 2026 0.399 12 1 Principal Arterial 1700 t 35 4525 2024 2028 0.729 11 1 Minor Arterial 1250 1 40 Page 73 of 100 Appendix C - Page 74 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node ID-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______________ (ml) Width (ft) Lanes ___________ Rate (vehlhr) 4526 2028 2024 0.729 11 1 Minor Arterial 1250 40 4527 2009 2033 1.661 _ 11 1 Minor Arterial 1250 40 4528 2033 2009 1.661 11 1 Minor Arterial 1250 40 4529 12034 2037 0.173 1_ 11 1 Principal Arterial 1600 45 4530 2037 2034 0.173 11 1 Principal Arterial 1600 45 4531 2035 2036 1.907 _ 11 1 Minor Arterial 1250 40 4532 2036 2035 1.907 _ 11 1 Minor Arterial 1250 40 4533 2012 2039 2.009 11 1 Minor Arterial 1250 40 4534 2039 2012 2.009 _ 11 1 Minor Arterial 1250 40 4535 ,2024 2048 1.552 _ 11 1 Minor Arterial 1250 40 4536 2048 2024 1.552 11 1 Minor Arterial 1250 40 4537 2030 2047 3.925 11 1 Collector / Local Road 1250 40 4538 2047 2030 3.925 11 1 Collector / Local Road 1250 40 4539 2041 2043 0.076 10 1 Collector / Local Road 800 15 4540 2043 2041 0.076 10 1 Collector / Local Road 800 15 4541 2044 2045 10.083 11 1 Minor Arterial 1700 40 4542 2045 2044 0.083 _ 11 1 Minor Arterial 1700 40 4543 2039 2052 1.143 _ 11 1 Major Arterial 1250 45 4544 2052 2039 1.143 _ 11 1 Major Arterial 1250 45 4545 2043 2045 0.15 11 1 Major Arterial 1700 45 4546 2045 2043 0.15 11 1 Major Arterial 1700 45 4547 2039 2046 0.398 11 1 Minor Arterial 1250 40 4548 2046 2039 0.398 11 1 Minor Arterial 1250 40 4549 2047 2056 1.392 11 1 Minor Arterial 1250 40 4550 2056 2047 1.392 11 1 Minor Arterial 1250 40 4551 2046 2060 0.339 11 1 Minor Arterial 1700 40 4552 2060 2046 0.339 11 1 Minor Arterial 1700 40 4553 2056 2065 0.84 11 1 Minor Arterial 1250 40 4554 2065 2056 0.84 11 1 Minor Arterial 1250 40 4555 2060 2064 0.286 11 1 Collector / Local Road 1700 40 4556 2064 2060 0.286 _ 11 1 Collector / Local Road 1700 40 4557 2063 2064 0.514 _ 11 1 Minor Arterial 1700 40 4558 2064 2063 0.514 _ 11 1 Minor Arterial 1700 40 4559 2040 2071 1.386 _ 11 1 Minor Arterial 1250 40 4560 2071 2040 1.386 11 1 Minor Arterial 1250 40 4561 2070 2079 0.823 _ 11 1 Major Arterial 1700 45 4562 2079 2070 0.823 11 1 Major Arterial 1700 45 4563 2074 2078 0.384 11 1 Major Arterial 1250 45 4564 2078 2074 0.384 11 1 Major Arterial 1250 45 4565 2055 2077 1.574 11 1 Principal Arterial 1600 45 4566 2077 2055 1.574 11 __1 Principal Arterial 1600 45 4567 2073 2078 1.659 11 1 Minor Arterial 1250 40 4568 2078 2073 1.659 11 1 Minor Arterial 1250 40 4569 2091 2311 0.712 11 1 Collector/ Local Road 1250 40 4570 2311 2091 0.712 11 1 Collector / Local Road 1250 40 4571 2076 2087 1.136 11 1 Major Arterial 1250 45 4572 2087 2076 1.136 11 1 Major Arterial 1250 45 4573 2088 2311 0.8 11 1 Minor Arterial 1250 40 4574 2311 2088 1 0.8 11 1 Minor Arterial 1250 40 4575 2094 2731 0.447 10 1 Collector / Local Road 800 15 4576 2731 2094 0.447 10 1 Collector / Local Road 800 15 4577 2089 2093 0.237 11 1 Major Arterial 1700 45 4578 2093 2089 0.237 11 1 Major Arterial 1700 45 4579 2093 2095 0.282 11 1 Major Arterial 1250 45 4580 2095 2093 0.282 11 1 Major Arterial 1250 45 4581 2097 2100 0.375 11 1 Major Arterial 1700 45 4582 2100 2097 0.375 11 1 Major Arterial 1700 45 4583 2097 2101 0.854 11 1 Major Arterial 1700 45 4584 2101 2097 0.854 11 __1 Major Arterial 1700 45 14585 2101 2105 0.636 1 11 1 Minor Arterial 1250 4 4586 2105 2101 0.636 11 1 Minor Arterial 1250 4 4587 2098 2102 0.223 11 1 Collector / Local Road 1700 4 Page 74 of 100 Appendix C - Page 75 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

(mi) Width (ft) Lanes __________ Rate (vehlhr) 4588 2102 2098 0.223 11 1 Collector / Local Road 1700 40 4589 2351 2352 1.285 10 1 Collector / Local Road 800 15 4590 2352 2351 1.285 10 1 Collector / Local Road 800 15 4591 2100 2107 10.575 11 1 Major Arterial 1250 45 4592 2107 2100 0.575 11 1 Major Arterial 1250 45 4593 2102 2106 0.246 11 1 Collector / Local Road 1700 40 4594 2106 2102 0.246 11 1 Collector / Local Road 1700 40 4595 2101 2115 0.714 11 1 Minor Arterial 1700 40 4596 2115 2101 0.714 _ 11 1 Minor Arterial 1700 40 4597 2092 2145 3.731 _ 11 1 Minor Arterial 1700 40 4598 2145 2092 3.731 _ 11 1 Minor Arterial 1700 40 4599 2103 2114 0.474 _ 11 1 Minor Arterial 1250 40 4600 2114 2103 0.474 _ 11 1 Minor Arterial 1250 40 4601 2106 2113 0.602 11 1 Minor Arterial 1700 40 4602 2113 2106 0.602 11 1 Minor Arterial 1700 40 4603 2108 2110 0.332 12 1 Major Arterial 1700 35 4604 2110 2108 0.332 _ 12 1 Major Arterial 1700 35 4605 2096 2113 1.175 11 1 Minor Arterial 1700 40 4606 2113 2096 1.175 _ 11 1 Minor Arterial 1700 40 4607 2094 2143 2.057 _ 11 1 Major Arterial 1250 45 4608 2143 2094 2.057 _ 11 1 Major Arterial 1250 45 4609 2121 2134 0.386 11 1 Minor Arterial 1700 40 4610 2134 2121 0.386 11 __ 1 Minor Arterial 1700 40 4611 2077 2128 2.486 11 1 Principal Arterial 1600 45 4612 2128 2077 2.486 11 1 Principal Arterial 1600 45 4613 2132 2137 0.342 11 1 Major Arterial 1700 40 4614 2137 2132 0.342 11 __ 1 Major Arterial 1700 40 4615 2132 2133 0.21 12 1 Major Arterial 1700 35 4616 2133 2132 0.21 12 1 Major Arterial 1700 35 4617 2111 2146 0.862 11 1 Minor Arterial 1700 40 4618 2146 2111 0.862 11 1 Minor Arterial 1700 40 4619 2146 2733 0.534 11 1 Minor Arterial 1700 40 4620 2733 2146 0.534 11 1 Minor Arterial 1700 40 4621 1567 2135 0.256 12 1 Principal Arterial 1700 35 4622 2135 1567 0.256 12 1 Principal Arterial 1700 35 4623 2145 2164 2.262 11 1 Minor Arterial 1700 40 4624 2164 2145 2.262 11 1 Minor Arterial 1700 40 4625 2142 2156 0.704 11 1 Major Arterial 1250 45 4626 2156 2142 0.704 11 1 MajorArterial 1250 45 4627 2153 2154 0.101 10 1 Collector /Local Road 800 25 4628 2154 2153 0.101 10 1 Collector /Local Road 800 25 4629 2146 2160 0.302 11 1 Minor Arterial 1700 40 4630 2160 2146 0.302 11 1 Minor Arterial 1700 40 4631 2114 2172 1.439 11 1 Minor Arterial 1700 40 4632 2172 2114 1.439 11 1 Minor Arterial 1700 40 4633 2162 2129 0.885 12 2 Freeway 4100 55 1 4634 2150 2168 0.582 11 1 Collector /Local Road 1700 40 4635 2168 2150 0.582 11 1 Collector / Local Road 1700 40 4636 2137 2332 1.258 11 1 Minor Arterial 1700 40 4637 2332 2137 1.258 11 1 Minor Arterial 1700 40 4638 2154 2331 0.633 10 1 Collector/I Local Road 800 15 4639 2331 2154 0.633 10 1 Collector / Local Road 800 15 4640 2174 2177 0.43 11 1 Major Arterial 1250 40 4641 2177 2174 0.43 11 1 Major Arterial 1250 40 4642 2168 2186 1.375 11 1 Minor Arterial 1700 40 4643 2186 2168 1.375 11 1 Minor Arterial 1700 40 4644 2171 2185 0.887 11 1 Minor Arterial 1700 40 4645 2185 2171 0.887 11 1 Minor Arterial 1700 40 4646 2178 2147 3.798 12 1 2 Freeway .4100 55 4647 2180 2183 0.21 10 1 Collectorl/Local Road 800 15 4648 2183 2180 0.21 10 1 Collector /Local Road 800 15 4649 2184 2314 106 11 1 1 Principal Arterial 1600 t 45 Page 75 of 100 Appendix C - Page 76 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (ml) Width (ft) Lanes __________ Rate (vehlhr) 4650 2314 2184 1.086 11 1 Principal Arterial 1600 45 4651 2177 2181 0.329 11 1 Major Arterial 1250 45 4652 2181 2177 0.329 11 1 Major Arterial 1250 45 4653 12178 2183 1.307 1 11 1 Minor Arterial 1700 40 4654 2183 2178 1.307 _ 11 1_ Minor Arterial 1700 40 4655 2183 2185 0.412 _ 11 1_ Minor Arterial 1700 40 4656 2185 2183 0.412 _ 11 1 ___ Minor Arterial 1700 40 4657 2187 2203 0.659 11 1 Principal Arterial 1600 45 4658 2203 2187 0.659 _ 11 1 Principal Arterial 1600 45 4659 2189 2497 0.326 _ 11 1 ___ Minor Arterial 1250 40 4660 2497 2189 0.326 11 1 Minor Arterial 1250 40 4661 2199 2178 2.834 12 2 Freeway 4100 55 4662 2193 2198 0.431 11 1 Minor Arterial 1700 40 4663 2198 2193 0.431 11 1 Minor Arterial 1700 40 4664 2198 2200 0.249 11 1 Collector I Local Road 1700 40

.4665 2200 2198 0.249 11 1 Collector / Local Road 1700 40 4666 2191 2217 0.846 11 1 Minor Arterial 1250 45 4667 2217 2191 0.846 11 1 Minor Arterial 1250 45 4668 2199 2204 1.335 11 1 Minor Arterial 1700 40 4669 2204 2199 1.335 11 1 ___ Minor Arterial 1700 40 4670 2181 2202 1.668 11 1 Major Arterial ___1700 45 4671 2202 2181 1.668 11 1 Major Arterial 1700 45 4672 2196 2206 1.275 10 1 Collector / Local Road 800 15 4673 2206 2196 1.275 10 1 Collector / Local Road 800 15 4674 2192 2207 1.172 12 1 Minor Arterial 1700 35 4675 2207 2192 1.172 12 1 Minor Arterial 1700 35 4676 2204 2208 1.1 11 1 Minor Arterial 1700 40 4677 2208 2204 1.1 11 1 Minor Arterial 1700 40 4678 2191 2216 1.204 11 1 Minor Arterial 1250 40 4679 2216 2191 1.204 11 1 Minor Arterial 1250 40 4680 2204 2210 1.921 11 1 Minor Arterial 1700 40 4681 2210 2204 1.921 11 1 Minor Arterial 1700 40 4682 2219 2224 0.425 11 1 Minor Arterial 1250 40 4683 2224 2219 0.425 __11 1_ Minor Arterial 1250 40 4684 2218 2301 1.328 __11 1 Minor Arterial 1700 40 4685 2301 2218 1.328 __11 1_ Minor Arterial 1700 40 4686 2210 2229 0.891 __11 1_ Major Arterial 1700 45 4687 2229 2210 0.891 11 1 Major Arterial ___1700 45 4688 2172 2312 3.976 11 1_ Minor Arterial 1700 40 4689 2312 2172 3.976 11 1 Minor Arterial 1700 40 4690 2224 2339 0.893 10 1 Collector / Local Road 800 15 4691 2339 2224 0.893 10 1 Collector / Local Road 800 15 4692 2228 2312 0.376 11 1 Major Arterial 1700 45 4693 2312 2228 0.376 11 1 Major Arterial 1700 45 4694 2327 2250 0.927 11 2 Principal Arterial 3700 55 4695 2202 2233 3.41 11 1 Major Arterial 1700 45 4696 2233 2202 3.41 11 1 Major Arterial 1700 45 4697 2230 2238 0.752 11 1___ Major Arterial 1700 45 4698 2238 2230 0.752 11 1 Major Arterial 1700 45 4699 2229 2242 0.95 11 1 Minor Arterial 1700 40 4700 2242 2229 0.95 11 1 Minor Arterial 1700 40 4701 2217 2335 2.141 11 1 Minor Arterial 1250 40 4702 2335 2217 12.141 11 1_ Minor Arterial 1250 40 4703 2239 2241 0.299 11 1_ Minor Arterial 1700 40 4704 2241 2239 0.299 11 1_ Minor Arterial 1700 40 4705 2245 2301 1.197 10 1_ Collector / Local Road 800 15 4706 2301 2245 1.197 10 1_ Collector /Local Road 800 15 4707 198 2312 1.152 11 1 Minor Arterial 1700 40 4708 2312ý 198 1.152 11 1 1 1_ Minor Arterial 1 1700 1 40 4709 2242 22461 0.11 1 10 1 11 Collector / Local Road 1 800 1 15 4710 2246 2242 0.11 10 1 Collector / Local Road 8015 4711 2242 2254 1.303 11 1 Mio tril10 40 Page 76 of 100 Appendix C - Page 77 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik#

U-oe LinU-Nde

1. D-oe D-Nde Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Flowhr Rate________

________ r ___(mph) 4712 2254 2242 1.303 11 1 Minor Arterial 1700 40 4713 558 2240 1.287 11 1 Major Arterial 1250 45 4714 2240 558 1.287 11 1 Major Arterial 1250 45 4715 12249 2302 0.3 1 11 1 Collector / Local Road 1700 40 4716 2302 2249 0.3 11 1 Collector / Local Road 1700 40 4717 2250 2252 0.351 11 1 Minor Arterial 1700 40 4718 2252 2250 0.351 11 1 Minor Arterial 1700 40 4719 2249 2253 0.227 11 1 Major Arterial 1700 40 4720 2253 2249 10.227 11 1 ~ Major Arterial 1700 40 4721 2239 2256 0.761 11 1 Major Arterial 1700 45 4722 2256 2239 0.761 11 1 Major Arterial 1700 45 4723 2255 2302 0.914 11 1 Minor Arterial 1700 40 4724 2302 2255 0.914 11 1 Minor Arterial 1700 40 4725 2245 2258 0.732 10 1 Collector / Local Road 800 15 4726 2258 2245 0.732 10 1 Collector / Local Road 800 15 4727 2252 2258 1.06 11 1 Collector / Local Road 1700 40 4728 2258 2252 1.06 11 1 Collector / Local Road 1700 40 4729 2253 2260 0.206 12 1 Major Arterial 1700 35 4730 2260 2253 0.206 12 1 Major Arterial 1700 35 4731 2257 2337 0.397 11 1 Collector / Local Road 1700 40 4732 2337 2257 0.397 11 1 Collector / Local Road 1700 40 4733 2260 2262 0.178 11 1 Major Arterial 1700 45 4734 2262 2260 0.178 _ 11 1 Major Arterial 1700 45 4735 542 2261 1.056 11 1 Minor Arterial 1250 40 4736 2261 542 1.056 ___11 1 Minor Arterial 1250 40 4737 2262 2265 0.509 11 1 Collector / Local Road 1700 40 4738 2265 2262 0.509 11 1 Collector / Local Road 1700 40 4739 2263 2266 0.331 _ 10 1 Collector /Local Road 800 15 4740 2266 2263 0.331 _ 10 1 Collector / Local Road 800 15 4741 2262 2267 0.428 11 1 Major Arterial 1700 45 4742 2267 2262 0.428 _ 11 1 Major Arterial 1700 45 4743 2266 2271 0.367 11 1 Collector / Local Road 1700 40 4744 2271 2266 0.367 11 1 Collector / Local Road 1700 40 4745 2271 2275 0.431 11 1 Collector / Local Road 1700 40 4746 2275 2271 0.43 1 11 1 Collector / Local Road 1700 40 4747 2321 2322 0.558 11 2 Minor Arterial 3200 40 4748 2322 2321 0.558 11 2 Minor Arterial 3200 40 4749 2272 2279 0.838 11 1 Collector / Local Road 1700 40 4750 2279 2272 0.838 11 ~ 1 Collector / Local Road 1700 40 4751 2274 2278 0.748 11 1 Major Arterial 1700 45 4752 2278 2274 0.748 11 1 Major Arterial 1700 45 4753 2279 2280 0.324 11 1 Major Arterial 1700 45 4754 2280 2279 0.324 11 1 Major Arterial 1700 45 4755 543 2284 0.707 11 1 Minor Arterial 1700 40 4756 2284 543 0,707 11 1 Minor Arterial 1700 40 4757 12273 2285 0.843 11 2 - Minor Arterial 3200 40 4758 2285 2273 0.843 11 2 Minor Arterial 3200 40 4759 2282 2283 0.495 11 1 Minor Arterial 1700 40 4760 2283 2282 0.495 11 1 Minor Arterial 1700 40 4761 2286 2460 1.08 11 2 Minor Arterial 3200 40 4762 2460 2286 1.08 11 2 Minor Arterial 3200 40 4763 2285 2286 0.747 11 2 Minor Arterial 3200 40 4764 2286 2285 0.747 11 2 Minor Arterial 3200 40 4765 1638 2293 3.006 12 2 Freeway 4100 55 4766 2234 2300 0.643 11 1 Minor Arterial 1700 40 4767 2300 2234 0.643 11 1 Minor Arterial 1700 40 4768 2264 2266 0.38 11 1 Collector / Local Road 1700 40 4769 2266 2264 0.38 11 1 Collector /Local Road 1700 40 4770 2264 2286 1.071 12 1 Minor Arterial 1700 35 4771 2286 2264 1.071 12 1 Minor Arterial 1700 35 4772 2207 2747 0.587 10 1 Collector / Local Road 800 15

ý4773 2747 2207 0.587 10 1 Collector / Local Road 800 1 Page 77 of 100 Appendix C - Page 78 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S(mi) Width (ft) Lanes Rate (vehlhr) 4774 2060 2066 0.324 11 1 Minor Arterial 1700 40 4775 2066 2060 0.324 11 1 Minor Arterial 1700 40 4776 2067 2068 0.083 11 ~ 1 Collector / Local Road 1700 40 4777 12068 2067 0.083 1 11 1 Collector / Local Road 1700 40 4778 540 2256 0.512 11 1 Collector / Local Road 1700 40 4779 2256 540 0.512 11 1 Collector / Local Road 1700 40 4780 2044 2305 0.272 11 1 Minor Arterial 1700 40 4781 2305 2044 0.272 11 1 Minor Arterial 1700 40 4782 2134 2150 0.622 12 1_ 1 Major Arterial 1700 25 1 4783 2150 2134 0.622 12 1 Major Arterial 1700 25 4784 2202 2226 1.887 11 1 Major Arterial 1700 45 4785 2226 2202 1.887 11 1 Major Arterial 1700 45 4786 2281 2282 0.824 11 1 Minor Arterial 1700 40 4787 2282 2281 0.824 11 1 Minor Arterial 1700 40 4788 2278 2279 0.555 11 1 Major Arterial 1700 45 4789 2279 2278 0.555 11 1 Major Arterial 1700 45 4790 2282 2287 0.484 11 2 Collector / Local Road 3200 40 4791 2287 2282 0.484 11 2 Collector!/ Local Road 3200 40 4792 1566 2287 1.339 11 1 Minor Arterial 1700 40 4793 2287 1566 1.339 11 1 Minor Arterial 1700 40 4794 2267 2280 0.573 11 1 Major Arterial 1700 45 4795 2280 2267 0.573 11 1 Major Arterial 1700 45 4796 2258 2262 0.242 11 1 Collector!/ Local Road 1700 40 4797 2262 2258 0.242 11 1 Collector!/ Local Road 1700 40 4798 2269 2278 0.385 11 1 Minor Arterial 1700 40 4799 2278 2269 0.385 _ 11 1 Minor Arterial 1700 40 4800 2133 2149 0.512 _ 12 1 Major Arterial 1700 25 4801 2149 2133 0.512 _ 12 1 Major Arterial 1700 25 4802 2040 2061 2.484 11 1 Minor Arterial 1250 40 4803 2061 2040 2.484 11 1 Minor Arterial 1250 40 4804 2053 2063 0.564 11 1 Minor Arterial 1250 40 4805 2063 2053 0.564 11 1 Minor Arterial 1250 40 4806 158 1985 2.358 11 2 Principal Arterial 3700 55 4807 1985 158 2.358 11 2 Principal Arterial 3700 55 4808 2009 2019 1.304 11 1 Principal Arterial 1600 55 4809 2019 2009 1.304 11 1 Principal Arterial 1600 55 4810 2066 2303 0.084 11 1 Minor Arterial 1700 40 4811 2303 2066 0.084 11 1 Minor Arterial 1700 40 4812 2079 2081 0.744 11 1 1 Major Arterial 1700 45 4813 2081 2079 0.744 11 1 Major Arterial 1700 45 4814 2031 2038 2.074 11 1 Minor Arterial 1250 40 4815 2038 2031 2.074 11 1 Minor Arterial 1250 40 4816 2075 2311 0.58 11 1 Minor Arterial 1250 40 4817 2311 2075 0.58 11 1 Minor Arterial 1250 40 4818 2079 2111 1.628 11 1 Minor Arterial 1700 40 4819 2111 2079 1.628 11 1 Minor Arterial 1700 40 4820 2111 2119 0.362 11 1 Major Arterial 1700 45 4821 2119 2111 0.362 11 1 Major Arterial 1700 45 4822 2004 2021 2.462 11 1 Minor Arterial 1250 40 4823 2021 2004 2.462 11 1 Minor Arterial 1250 40 4824 2088 2102 1.248 11 1 Minor Arterial 1700 40 4825 2102 2088 1.248 11 1 Minor Arterial 1700 40 4826 2113 2137 0.628 11 1 Minor Arterial 1700 40 4827 2137 2113 0.628 11 1 Minor Arterial 1700 40 4828 2102 2121 1.089 11 1 Collector /Local Road 1700 40 4829 2121 2102 1.089 11 1 Collector /Local Road 1700 40 4830 2032 2036 0.965 11 1 Minor Arterial 1250 40 4831 2036 2032 0.965 11 1 Minor Arterial 1250 40 4832 1565 2284 0.715 11 1 Collector!/ Local Road 1700 40 4833 2284 1565 0.715 11 1 Collector!/ Local Road 1700 40 4834 2313 2159 0.636 11 1 Collector!/ Local Road 1700 40 4835 2313 2314 0.262 11 1 Principal Arterial 1700 4 Page 78 of 100 Appendix C - Page 79 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S Cmi) Width (ft) Lanes Rate (veh/hr) 4836 2314 2313 0.262 11 1 Principal Arterial 1700 45 4837 199 2233 1.979 11 1 Major Arterial 1700 45 4838 2233 199 1.979 11 1 Major Arterial 1700 45 4839 12186 2316 1.163 11 1 Minor Arterial 1700 40 4840 2316 2186 1.163 11 1 Minor Arterial 1700 40 4841 2190 2318 1.765 12 1 Minor Arterial 1200 35 4842 2318 2190 1.765 12 1 Minor Arterial 1200 35 4843 2141 2155 0.331 11 1 Minor Arterial 1700 40 4844 2155 2141 0.331 11 1 Minor Arterial 1700 40 4845 2142 2143 0.741 11 1 Major Arterial 1250 45 4846 2143 2142 0.741 11 1 Major Arterial 1250 45 4847 2101 2108 0.284 11 1 Major Arterial 1700 45 4848 2108 2101 0.284 11 1 Major Arterial 1700 45 4849 2200 2228 1.563 11 1 Major Arterial 1700 45 4850 2228 2200 1.563 11 1 Major Arterial 1700 45 4851 2324 2326 2.864 12 2 Freeway 4100 55 4852 2148 2324 3.795 12 2 Freeway 4100 55 4853 2182 2202 1.521 _ 11 1 Major Arterial 1700 45 4854 2202 2182 1.521 _ 11 1 Major Arterial 1700 45 4855 2193 2330 11.43 _ 11 1 Minor Arterial 1700 40 4856 2330 2193 1.43 _ 11 1 Minor Arterial 1700 40 4857 2158 2332 1.484 11 1 Minor Arterial 1700 40 4858 2332 2158 1.484 11 1 Minor Arterial 1700 40 4859 2208 2218 1.178 _ 11 1 Minor Arterial 1700 40 4860 2218 2208 1.178 _ 11 1 Minor Arterial 1700 40 4861 2237 2249 0.388 _ 11 1 Major Arterial 1700 40 4862 2249 2237 0.388 11 1 Major Arterial 1700 40 4863 2016 2017 0.871 11 1 Minor Arterial 1250 40 4864 2017 2016 0.871 11 1 Minor Arterial 1250 40 4865 2268 2275 0.358 11 2 Principal Arterial 3300 45 4866 2275 2268 0.358 11 2 Principal Arterial 3300 45 4867 2231 2735 1.303 10 1 Collector / Local Road 800 15 4868 2735 2231 1.303 10 1 Collector / Local Road 800 15 4869 2222 2232 0.962 11 1 Minor Arterial 1250 40 4870 2232 2222 0.962 11 1 Minor Arterial 1250 40 4871 1998 2726 0.862 11 1 Principal Arterial 1700 45 4872 2726 1998 0.862 11 1 Principal Arterial 1700 45 4873 2006 2013 1.064 11 1 Minor Arterial 1250 40 4874 2013 2006 1.064 11 1 Minor Arterial 1250 40 4875 2294 1649 2.09 12 2 Freeway 4100 55 4876 2293 2290 1.288 12 2 Freeway 4100 55 4877 2229 2236 .0.878 11 1 Major Arterial 1700 40 4878 2236 2229 0.878 11 1 Major Arterial 1700 40 4879 2001 2346 1.123 11 1 Minor Arterial 1250 40 4880 2346 2001 1.123 11 1 Minor Arterial 1250 40 4881 2336 2337 0.422 11 ~ 1- Minor Arterial 1700 40 4882 2337 2336 0.422 11 1 Minor Arterial 1700 40 4883 545 2336 11.379 11 1 Minor Arterial 1700 40 4884 2336 545 1.379 11 1 Minor Arterial 1700 40 4885 2030 2048 1.298 11 1 Minor Arterial 1250 40 4886 2048 2030 1.298 11 1 Minor Arterial 1250 40 4887 2341 2347 0.06 11 1 Minor Arterial 1700 40 4888 2347 2341 0.06 11 1 Minor Arterial 1700 40 4889 2018 2025 0.702 11 1 Collector / Local Road 1700 40 4890 2025 2018 0.702 11 1 Collector / Local Road 1700 40 4891 2065 2345 1.334 11 1 Minor Arterial 1250 40 4892 2345 2065 1.334 11 1 Minor Arterial 1250 40 4893 2344 2348 0.129 10 1 Collector / Local Road 800 15 4894 2348 2344 0.129 10 1 Collector / Local Road 800 15 4895 2347 2348 0.064 10 1 Collector / Local Road 800 15 4896 2348 2347 0.064 10 1 Collector / Local Road 800 15 4897 2348 2349 0.191 10 1 Collector / Local Road 800 15 Page 79 of 100 Appendix C - Page 80 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik UNoe Lik UNoe -Nde

-Nde Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelowh) (ph Rate__________

4898 2349 2348 0.191 10 1 Collector / Local Road 800 15 4899 2343 2349 0.303 10 1 Collector / Local Road 800 15 4900 2349 2343 0.303 10 1 Collector / Local Road 800 15 4901 12099 2128 1.259 1 11 1 Minor Arterial 1250 40 4902 2128 2099 1.259 11 1 Minor Arterial 1250 40 4903 2077 2351 1.429 11 1 Minor Arterial 1250 40 4904 2351 2077 1.429 11 1 Minor Arterial 1250 40 4905 2030 2346 1.6 11 1 Minor Arterial 1250 40 4906 2346 2030 1.6 11 1__ Minor Arterial 1250 40 4907 2171 2179 0.603 11 1 Minor Arterial 1700 40 4908 2179 2171 0.603 11 1 Minor Arterial 1700 40 4909 2166 2748 1.284 10 1 Collector /Local Road 800 15 4910 2748 2166 1.284 10 1 Collector /Local Road 800 15 4911 1613 2169 1.01 11 1 Principal Arterial 1700 45 4912 2169 1613 1.01 11 1 Principal Arterial 1700 45 4913 2014 2023 0.576 11 1 Major Arterial 1700 45 4914 2023 2014 0.576 _ 11 1 Major Arterial 1700 45 4915 2172 2176 0.875 _ 11 1 Major Arterial 1700 40 4916 2176 2172 0.875 _ 11 1 Major Arterial 1700 40 4917 2017 2038 1.428 _ 11 1 Minor Arterial 1250 40 4918 2038 2017 1.428 _ 11 1 Minor Arterial 1250 40 4919 2071 2075 10.708 11 1 Minor Arterial 1250 40 4920 2075 2071 0.708 11 1 Minor Arterial 1250 40 4921 2354 2209 0.517 12 1 Ramp 1500 35 4922 2054 1582 2.67 12 2 Freeway 4100 55 4923 2051 2058 0.306 12 2 Freeway 4100 55 4924 2059 2054 0.303 12 2 Freeway 4100 55 4925 2058 2080 1.624 12 2 Freeway 4100 55 4926 2080 2085 0.348 12 2 Freeway 4100 55 4927 2082 2059 1.646 12 2 Freeway 4100 55 4928 2086 2082 0.341 12 2 Freeway 4100 55 4929 2124 2125 0.353 12 2 Freeway 4100 55 4930 2129 2120 0.366 12 2 Freeway 4100 55 4931 2125 2161 0.913 12 2 Freeway 4100 55 4932 2015 2018 0.262 11 1 Collector /Local Road 1700 40 4933 2018 2015 0.262 11 1 Collector I Local Road 1700 40 4934 2186 2193 0.345 11 1 Minor Arterial 1700 40 4935 2193 2186 0.345 11 1 Minor Arterial 1700 40 4936 194 2200 3.623 11 1 Major Arterial 1700 45 4937 2200 194 3.623 _ 11 1 Major Arterial 1700 45 4938 2061 2075 2.181 _ 11 1 Major Arterial 1250 45 4939 2075 2061 2.181 _ 11 1 Major Arterial 1250 45 4940 2315 2162 0.417 _ 11 2 Principal Arterial 3300 45 4941 2137 2158 0.789 _ 11 1 Major Arterial 1700 40 4942 2158 2137 0.789 _ 11 1 Major Arterial 1700 40 4943 2354 2205 1.022 12 2 Freeway 4100 55 4944 2179 2188 1.177 11 1 Minor Arterial 1250 40 4945 2188 2179 1.177 11 1 Minor Arterial 1250 40 4946 2027 2043 1.389 11 1 Major Arterial 1700 45 4947 2043 2027 1.389 11 1 Major rterial 1700 45 4948 2078 2089 0.603 11 1 Major Arterial 1250 45 4949 2089 2078 0.603 11 1 Major Arterial 1250 45 4950 137'6 2359 0.424 11 1 Principal Arterial 1600 45 4951 2359 1376 0.424 11 1 Principal Arterial 1600 45 4952 1446 2360 10.447 11 1 Major Arterial 1250 45 4953 2360 1446 0.447 11 1 Major Arterial 1250 45 4954 1473 1368 5.766 12 2 Freeway 4100 60 4955 2367 2419 0.245 11 1 Major Arterial 1250 4 4956 2419 2367 0.245 11 1 Major Arterial 1250 45 14957 2369 2370 0.353 11 1 Minor Arterial 1700 40 4958 12374 12677 10.505 11 1 2 Major Arterial 3200 4 4959 12677 12374 10.505 11 1 2 1 Major Arterial 3200 4 Page 80 of 100 Appendix C - Page 81 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ - (ml) Width (ft) Lanes ___________ Rate (vehlhr) 4960 2372 2427 0.258 _ 11 1 Minor Arterial 1700 40 4961 2427 2372 0.258 11 1 Minor Arterial 1700 40 4962 1387 1356 0.579 11 2 Major Arterial 3600 50 4963 11356 1435 0.435 1 11 2 Major Arterial 3600 50 4964 2376 2505 0.175 11 1 Major Arterial 1700 45 4965 2505 2376 0.175 11 1 Major Arterial 1700 45 4966 2378 2431 0.763 12 1 Mao rerial 1200 35 4967 2431 2378 0.763 12 1 Major Arterial 1200 35 4968 1292 2474 0.173 11 1 Minor Arterial 1700 40 4969 2474 1292 0.173 11 1 Minor Arterial 1700 40 4970 1343 2380 0.815 11 1 Major Arterial 1250 45 4971 2380 1343 0.815 11 1 Major Arterial 1250 45 4972 1315 2381 0.261 11 1 Major Arterial 1700 45 4973 2381 1315 0.261 11 1 Major Arterial 1700 45 4974 2370 2382 0.555 11 1 Minor Arterial 1700 40 4975 1404 1363 0.5 12 2 Freeway 4100 60 4976 1366 1353 2.915 12 2 Freeway 4100 60 4977 2384 2385 0.238 11 1 Major Arterial 1700 45 4978 2385 2384 0.238 11 1 Major Arterial 1700 45 4979 1339 1318 1.906 12 2 Freeway 4100 60 4980 1319 1336 2.055 12 2 Freeway 4100 60 4981 2388 2389 0.288 11 1 Minor Arterial 1700 40 4982 2389 2388 0.288 11 1 Minor Arterial 1700 40 4983 147'2 2394 1.008 12 2 Freeway 4100 60 4984 2394 2395 0.482 12 1 Ramp 1500 35 4985 2394 1401 0.761 12 2 Freeway 4100 60 4986 1444 1473 1.253 12 2 Freeway 4100 60 4987 2403 2404 0.538 12 1 Principal Arterial 1700 35 4988 2404 2403 0.538 12 1 Principal Arterial 1700 35 4989 2408 2409 0.143 11 1 Minor Arterial 1700 40 4990 2409 2408 0.143 11 1 Minor Arterial 1700 40 4991 2408 2463 0.274 11 1 Minor Arterial 1700 40 4992 2463 2408 0.274 11 1 Minor Arterial 1700 40 4993 2417 2482 0.359 10 1 Collector / Local Road 800 15 4994 2482 2417 0.359 10 1 Collector / Local Road 800 15 4995 2416 2418 0.333 11 1 Major Arterial 1250 45 4996 2418 2416 0.333 11 1 Major Arterial 1250 45 4997 2368 2420 0.742 11 1 Minor Arterial 1250 40 4998 2420 2368 0.742 11 1 Minor Arterial 1250 40 4999 1326 1436 0.332 11 2 Principal Arterial 3700 50 5000 2426 2500 0.604 11 1 Major Arterial 1250 55 5001 2500 2426 0.604 11 1 Major Arterial 1250 55 5002 1435 1474 0.579 11 2 Major Arterial 3600 50 5003 1390 1380 0.619 11 2 Major Arterial 3600 55 5004 2427 2501 0.237 11 1 Minor Arterial 1250 40 5005 2501 2427 0.237 11 1 Minor Arterial 1250 40 5006 1434 2428 0.26 11 1 Major Arterial 1700 45 5007 2428 1434 0.26 11 1 Major Arterial 1700 45 5008 2608 2675 1.264 11 1 Principal Arterial 1600 50 5009 2675 2608 1.264 11 1 Principal Arterial 1600 50 5010 2432 2608 0.548 11 1 Principal Arterial 1600 40 5011 2608 2432 0.548 11 1 Principal Arterial 1600 40 5012 1386 2433 0.39 11 2 Principal Arterial 3300 45 5013 2433 1386 0.39 11 2 Principal Arterial 3300 45 5014 1277 2436 0.34 11 1 Principal Arterial 1600 40 5015 2436 1277 0.34 11 1 Principal Arterial 1600 40 5016 1275 1277 0.784 11 1 Principal Arterial 1600 40 5017 1277 1275 0.784 11 1 Principal Arterial 1600 40 5018 1999 2437 0.921 11 2 Major Arterial 3200 45 5019 2437 1999 0.921 11 2 Major Arterial 3200 45 5020 12439 2440 0.084 11 1 Principal Arterial 1700 50 5021 12440 2439 0.084 11 1 Principal Arterial 1700 50 Page 81 of 100 Appendix C - Page 82 of 117

Appendix C Limerick INGS Appedix Network Data Table LimrickNGSRoadway Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh LinkU UNod 0-ode (mi) Width (ft) Laes Roda ye Rate (veh/hr) FF(mh 5022 1311 2442 0.402 12 1 Principal Arterial 1700 25 5023 2442 1311 0.402 12 1 Principal Arterial 1700 25 5024 1567 2443 0.536 12 1 Principal Arterial 1700 25 5025 2443 1567 0.536 1 12 1 Principal Arterial 1700 25 5026 1311 2443 0.172 12 1 Principal Arterial 1700 25 5027 2443 1311 0.172 12 1 Principal Arterial 1700 25 5028 1316 2448 0.968 _ 11 1 Major Arterial 1250 45 5029 2448 1316 0.968 _ 11 1 Major Arterial 1250 45 5030 2446 2447 0.221 11 1 Major Arterial 1700 45 5031 2447 2446 0.221 _ 11 1 Major Arterial 1700 45 5032 2450 2563 0.219 11 1 Principal Arterial 1700 45 5033 2563 2450 0.219 _ 11 1 Principal Arterial 1700 45 5034 2412 2559 0.578 _ 11 1 Minor Arterial 1700 40 5035 2559 2412 0.578 _ 11 1 Minor Arterial 1700 40 5036 2423 2425 1.727 11 1 Major Arterial 1250 45 5037 2425 2423 1.727 11 1 Major Arterial 1250 45 5038 2476 2661 0.782 11 1 Principal Arterial 1600 45 5039 2661 2476 0.782 11 1 Principal Arterial 1600 45 5040 2441 2480 2.047 11 1 Collector / Local Road 800 40 5041 2480 2441 2.047 11 1 Collector / Local Road 800 40 5042 2488 2572 0.447 11 1 Collector / Local Road 1700 40 5043 2572 2488 0.447 11 1 Collector / Local Road 1700 40 5044 2491 2493 0.194 10 1 Collector / Local Road 800 15 5045 2493 2491 0.194 10 1 Collector / Local Road 800 15 5046 2366 2493 1.245 11 1 Major Arterial 1700 45 5047 2493 2366 1.245 11 1 Major Arterial 1700 45 5048 2367 2494 0.434 11 1 Major Arterial 1700 45 5049 2494 2367 0.434 11 1 Mao rerial 1700 45 5050 2494 2764 0.576 10 1 Collector / Local Road 800 15 5051 2764 2494 0.576 10 1 Collector / Local Road 800 15 5052 2444 2453 11.233 11 1 Collector / Local Road 1250 40 5053 2453 2444 1.233 11 1 Collector / Local Road 1250 40 5054 2365 2420 0.692 10 1 Collector / Local Road 800 15 5055 2420 2365 0.692 10 1 Collector / Local Road 800 15 5056 2374 2495 0.115 11 1 Collector / Local Road 1700 40 5057 2495 2374 0.115 11 1 Collector / Local Road 1700 40 5058 1381 2498 0.507 11 1 Collector / Local Road 1700 40 5059 2498 1381 0.507 11 1 Collector / Local Road 1700 40 5060 2373 2498 1.024 11 __1 Collector / Local Road 1700 40 5061 2498 2373 1.024 11 1 Collector / Local Road 1700 40 5062 2375 2663 0.576 11 2 Major Arterial 3200 45 5063 2663 2375 0.576 11 2 Major Arterial 3200 45 5064 2515 2592 0.11 11 1 Minor Arterial 1250 40 5065 2592 2515 0.11 11 1 Minor Arterial 1250 40 5066 2506 2671 0.422 12 1 Major Arterial 1700 35 5067 2671 2506 0.422 12 1 Major Arterial 1700 35 5068 1552 2504 0.962 11 1 Collector / Local Road 1700 40 5069 2504 1552 0.962 11 1 Collector I Local Road 1700 40 5070 2458 2462 1.445 11 3 Major Arterial 5400 55 5071 1415 2610 0.561 11 2 Principal Arterial 3300 45 5072 2577 2576 0.665 11 2 Principal Arterial 3700 50 5073 2461 2499 2.837 10 1 Collector / Local Road 800 15 5074 2499 2461 2.837 10 1 Collector / Local Road 800 15 5075 2430 2514 0.849 11 ~ 1- Collector / Local Road 1700 40 5076 2514 2430 0.849 11 1 Collector / Local Road 1700 40 5077 2511 2549 0.933 10 1 Collector / Local Road 800 15 5078 2549 2511 0.933 10 1 Collector / Local Road 800 15 5079 2425 2464 0.654 11 1 Major Arterial 1250 45 5080 2464 2425 0.654 11 1 1 Major Arterial 1 1250 1 45 5081 1338 1333 0.947 12 2 Freeway 4100 60 5082 1363- 1472 6.751 12 2 Freeway 4100 60 5083 1267 2519 0.423 11 1 Minor Arterial 1700 1 40 Page 82 of 100 Appendix C - Page 83 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) 5084 2519 1267 0.423 11 1 Minor Arterial 1700 40 5085 2520 2521 0.389 _ 11 1 Minor Arterial 1700 40 5086 2521 2520 0.389 _ 11 1 Minor Arterial 1700 40 5087 12727 2626 0.265 11 2 Principal Arterial 3300 40 5088 1271 2525 0.441 _ 11 1 Minor Arterial 1700 40 5089 2525 1271 0.441 11 1 Minor Arterial 1700 40 5090 2529 2531 0.233 _ 11 1 Principal Arterial 1600 40 5091 2531 2529 0.233 _ 11 1 Principal Arterial 1600 40 5092 1270 1269 1.049 11 2 Principal Arterial 3300 40 5093 1209 2631 0.129 11 1 Major Arterial 1700 45 5094 2631 1209 0.129 11 1 Major Arterial 1700 45 5095 1230 1459 0.159 11 1 Minor Arterial 1700 40 5096 1266 2540 1.157 11 1 Collector / Local Road 1700 40 5097 2540 1266 1.157 11 1 Collector / Local Road 1700 40 5098 1267 2539 0.031 11 1 Collector / Local Road 1700 40 5099 2539 1267 0.031 11 1 Collector / Local Road 1700 40 5100 2520 2539 0.122 11 1 Collector / Local Road 1700 40 5101 2539 2520 0.122 11 1 Collector / Local Road 1700 40 5102 2519 2540 0.245 11 1 Collector / Local Road 1700 40 5103 2540 2519 0.245 11 1 Collector / Local Road 1700 40 5104 2630 2730 0.223 10 1 Collector / Local Road 800 25 5105 2730 2630 0.223 10 1 Collector / Local Road 800 25 5106 2541 1268 0.709 11 2 Principal Arterial 3300 40 5107 2519 2633 0.504 11 1 Minor Arterial 1700 40 5108 2633 2519 0.504 11 1 Minor Arterial 1700 40 5109 2530 2566 0.11 11 1 Principal Arterial 1700 45 5110 2566 2530 0.11 11 1 Principal Arterial 1700 45 5111 1265 1413 0.442 11 2 Principal Arterial 3300 45 5112 1262 1479 0.4 11 2 Principal Arterial 3300 45 5113 1408 1407 0.418 12 1 Ramp 1500 35 5114 1406 1213 0.356 11 1 1 Ramp 1500 55 5115 1409 1481 0.249 11 1 Ramp 1500 55 5116 1403 1363 0.451 12 1 Ramp 1500 35 5117 1308 2449 0.431 11 1 Minor Arterial 1700 40 5118 2449 1308 0.431 11 1 Minor Arterial 1700 40 5119 1666 2413 1.32 10 1 Collector /Local Road 800 15 5120 2413 1666 1.32 10 1 Collector /Local Road 800 15 5121 2509 2510 1.268 11 1 Collector /Local Road 800 45 5122 2510 2509 1.268 11 1 Collector /Local Road 800 45 5123 2502 2671 1.54 12 1 Major Arterial 1200 35 5124 2671 2502 1.54 12 1 Major Arterial 1200 35 5125 2664 2665 0.3 10 1 Collector /Local Road 800 15 5126 2665 2664 0.3 10 1 Collector /Local Road 800 15 5127 2448 2489 1.277 10 1 Collector / Local Road 800 15 5128 2489 2448 1.277 10 1 Collector / Local Road 800 15 5129 2552 2672 0.325 11 1 Collector / Local Road 1700 40 5130 2672 2552 10.325 11 1 Collector / Local Road 1700 40 5131 2472 2483 2.864 10 1 Collector / Local Road 800 15 5132 2483 2472 2.864 10 1 Collector /Local Road 800 15 5133 2472 2751 2.706 10 1 Collector /Local Road 800 15 5134 2751 2472 2.706 10 1 Collector /Local Road 800 15 5135 2466 2609 0.937 10 1 Collector /Local Road 800 15 5136 2609 2466 0.937 10 1 Collector / Local Road 800 15 5137 816 824 0.632 11 1 Minor Arterial 1250 40 5138 824 816 0.632 11 1 Minor Arterial 1250 40 5139 2389 2408 0.66 11 1 Minor Arterial 1250 40 5140 2408 2389 0.66 11 1 Minor Arterial 1250 40 5141 2396 2463 0.996 11 1 Minor Arterial 1250 40 5142 2463 2396 0.996 11 1 Minor Arterial 1250 40 5143 2390 2557 0.468 11 1 Minor Arterial 1700 40 5144 2557 2390 0.468 11 1 Minor Arterial 1'7004 5145 1277 2437 0.496 1 11 2 Maorrera.. 320 45 Page 83 of 100 Appendix C - Page 84 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

__________________ (mi) Width (ft) Lanes Rate (vehlhr) 5146 2437 1277 0.496 11 2 Major Arterial 3200 45 5147 1276 2555 1.839 11 1 Minor Arterial 1250 40 5148 2555 1276 1.839 11 1 Minor Arterial 1250 40 5149 11276 1277 3.442 1 11 1 Minor Arterial 1250 40 5150 1277 1276 3.442 11 1 Minor Arterial 1250 40 5151 2409 2411 0.844 11 1 Minor Arterial 1250 40 5152 2411 2409 0.844 11 1 Minor Arterial 1250 40 5153 2467 2560 0.255 11 1 Minor Arterial 1700 40 5154 2560 2467 0.255 11 1 Minor Arterial 1700 40 5155 2560 2561 0.809 11 1 Minor Arterial 1250 40 5156 2561 2560 0.809 11 1 Minor Arterial 1250 40 5157 2397 2434 3.159 11 1 Minor Arterial 1250 40 5158 2434 2397 3.159 11 1 Minor Arterial 1250 40 5159 1311 2449 0.922 11 1 Minor Arterial 1700 40 5160 2449 1311 0.922 11 1 Minor Arterial 1700 40 5161 1331 1335 1.181 12 2 Freeway 4100 60 5162 1288 2516 0.825 11 2 Major Arterial 3200 45 5163 2528 2566 0.344 11 1 Principal Arterial 1600 45 5164 2566 2528 0.344 11 1 Principal Arterial 1600 45 5165 2529 2530 0.86 11 1 Principal Arterial 1600 45 5166 2530 2529 0.86 11 1 Principal Arterial 1600 45 5167 2567 2569 2.634 11 1 Minor Arterial 1250 40 5168 2569 2567 2.634 11 1 Minor Arterial 1250 40 5169 2437 2570 3.309 11 1 Minor Arterial 1250 40 5170 2570 2437 3.309 11 1 Minor Arterial 1250 40 5171 2534 2570 0.184 11 1 Minor Arterial 1250 40 5172 2570 2534 0.184 11 1 Minor Arterial 1250 40 5173 2572 2369 0.354 11 1 Minor Arterial 1700 40 5174 1351 2380 0.666 11 1 Major Arterial 1700 45 5175 2380 1351 0.666 11 1 Major Arterial 1700 45 5176 2372 2674 1.555 11 1 Collector /Local Road 1700 40 5177 2674 2372 1.555 11 ~ 1 Collector / Local Road 1700 40 5178 1348 2387 0.721 11 1 Major Arterial 1250 45 5179 2387 1348 0.721 11 1 Major Arterial 1250 45 5180 2387 2428 0.999 11 1 Major Arterial 1700 45 5181 2428 2387 0.999 11 1 Major Arterial 1700 45 5182 2426 1387 0.127 11 2 Principal Arterial 3700 50 5183 2457 2577 0.122 11 2 Major Arterial 3600 50 5184 2576 1414 0.443 11 2 Minor Arterial 3200 40 5185 2375 2677 0.434 11 3 Major Arterial 4800 45 5186 2677 2375 0.434 11 ___3 Major Arterial 4800 45 5187 2447 2448 1.072 11 1 Major Arterial 1250 45 5188 2448 2447 1.072 _ 11 1 Major Arterial 1250 45 5189 2365 2418 1.587 11 1 Major Arterial 1250 45 5190 2418 2365 1.587 11 1 Major Arterial 1250 45 5191 2365 2368 0.632 11 1 Major Arterial 1250 45 5192 2368 2365 0.632 11 1 Major Arterial 1250 45 5193 2383 2464 2.213 __11 1 Major Arterial 1700 45 5194 2464 2383 2.213 11 1 Major Arterial 1700 45 5195 2398 2561 0.847 11 1 Minor Arterial 1250 40 5196 2561 2398 0.847 _ 11 1 Minor Arterial 1250 40 5197 2393 2398 0.731 _ 1.1 1 Minor Arterial 1250 40 5198 2398 2393 0.731 11 1 Minor Arterial 1250 40 5199 1378 2497 0.191 11 1 Minor Arterial 1700 40 5200 2497 1378 0.191 11 1 Minor Arterial 1700 40 5201 1317 1378 1.121 11 1 Minor Arterial 1250 40 5202 1378 1317 1.121 11 1 Minor Arterial 1250 40 5203 2454 2456 0.359 12 1 Major Arterial 1200 35 5204 2456 2454 0.359 12 1 Major Arterial 1200 35 5205 2504 2580 0.51 11 1 Collector / Local Road 1700 40 5206 2580 2504 0.51 11 1 Collector / Local Road 1700 40 520-7 ,2536 2543 0.967 11 1 Minor Arterial 1250 40 Page 84 of 100 Appendix C - Page 85 of 117

Appendix C Limerick NGS Roadway Network Data Table Link#~ U-Node D-Node Length Lane Number of Roadway Type Roda yeFFS Saturation Flow (mph)

(mi) Width (ft) Lanes Rate (veh/hr) 5208 2543 2536 0,967 11 1 Minor Arterial 1250 40 5209 2523 2581 0.545 11 1 Minor Arterial 1250 40 5210 2581 2523 0.545 11 1 Minor Arterial 1250 40 5211 2581 2582 0,276 11 1 Collector / Local Road 1250 40 5212 2582 2581 0.276 11 1 Collector / Local Road 1250 40 5213 2584 2635 0.197 11 1 Collector / Local Road 1700 40 5214 2635 2584 0.197 11 1 Collector / Local Road 1700 40 5215 2524 2525 0.796 11 1 Collector / Local Road 1700 40 5216 2525 2524 0.796 11 1 Collector / Local Road 1700 40 5217 2524 2543 0.423 11 1 Minor Arterial 1700 40 5218 2543 2524 0.423 11 1 Minor Arterial 1700 40 5219 1272 2522 1.25 11 1 Minor Arterial 1250 40 5220 2522 1272 1.25 11 1 Minor Arterial 1250 40 5221 2545 2586 0.093 11 1 Minor Arterial 1700 40 5222 2586 2545 0.093 11 1 Minor Arterial 1700 40 5223 2545 2587 0.495 11 1 Minor Arterial 1250 40 5224 2587 2545 0.495 11 1 Minor Arterial 1250 40 5225 1272 2571 0.48 11 1 Minor Arterial 1700 40 5226 2571 1272 0.48 11 1 Minor Arterial 1700 40 5227 1964 2413 0.843 11 1 Major Arterial 1250 45 5228 2413 1964 0.843 11 1 Major Arterial 1250 45 5229 1266 2518 0.969 11 1 Minor Arterial 1700 40 5230 2518 1266 0.969 11 1 Minor Arterial 1700 40 5231 2376 2662 0.111 11 1 Major Arterial 1250 45 5232 2662 2376 0.111 11 1 Major Arterial 1250 45 5233 2430 2590 0.442 11 1 Major Arterial 1700 45 5234 2590 2430 0.442 11 1 Major Arterial 1700 45 5235 2362 2429 3.109 11 1 Major Arterial 1250 45 5236 2429 2362 3.109 11 1 Major Arterial 1250 45 5237 2361 2591 0.798 11 1 Major Arterial 1250 45 5238 2591 2361 0.798 11 1 Major Arterial 1250 45 5239 2361 2550 2.878 11 1 Major Arterial 1250 45 5240 2550 2361 2.878 11 1 Major Arterial 1250 45 5241 1948 2549 2.076 11 1 Major Arterial 1250 45 5242 2549 1948 2.076 11 1 Major Arterial 1250 45 5243 2507 2592 0.174 11 1 Minor Arterial 1700 40 5244 2592 2507 0.174 11 1 Minor Arterial 1700 40 5245 2593 2594 0.294 11 1 Major Arterial 1700 45 5246 2594 2593 0.294 11 1 Major Arterial 1700 45 5247 2594 2595 0.446 11 1 Major Arterial 1250 45 5248 2595 2594 0.446 11 1 Major Arterial 1250 45 5249 2428 2595 0.332 11 1 Major Arterial 1700 45 5250 2595 2428 0.332 11 1 Major Arterial 1700 45 5251 1369 2386 1.144 11 1 Major Arterial 1250 45 5252 2386 1369 1.144 11 1 Major Arterial 1250 45 5253 1369 2358 2.43 11 1 Major Arterial 1250 45 5254 2358 1369 2.43 11 1 Major Arterial 1250 45 5255 1472 1377 1.482 11 2 Ramp 3000 40 5256 1383 2364 2.899 11 1 Minor Arterial 1250 40 5257 2364 1383 2.899 11 1 Minor Arterial 1250 40 5258 2552 2600 0.058 11 1 Minor Arterial 1700 40 5259 2600 2552 0.058 11 1 Minor Arterial 1700 40 5260 2477 2603 0.344 11 1 Collector / Local Road 1250 40 5261 2603 2477 0.344 11 1 Collector / Local Road 1250 40 5262 2478 2491 2.099 11 1 Collector / Local Road 1250 40 5263 2491 2478 2.099 11 1 Collector / Local Road 1250 40 5264 2363 2600 0.357 11 1 Minor Arterial 1700 40 5265 2600 2363 0.357 11 1 Minor Arterial 1700 40 5266 2604 2676 1.939 11 1 Collector / Local Road 1250 40 5267 2676 2604 1.939 11 1 Collector / Local Road 1250 40 5268 2604 2605 0.152 11 1 Collector / Local Road 1700 40 5269 2605 2604 0.152 11 1 Collector / Local Road 1700 40 Page 85 of 100 Appendix C - Page 86 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S(mi) Width (ft) Lanes Rate (vehlhr) 5270 2473 2605 0.25 11 1 Collector / Local Road 1250 40 5271 2605 2473 0.25 11 1 Collector / Local Road 1250 40 5272 2377 2514 1.013 11 1 Major Arterial 1700 45 5273 12514 2377 1.013 1_ 11 1 Major Arterial 1700 45 5274 1370 2514 0.489 _ 11 1 Major Arterial 1700 45 5275 2514 1370 0.489 _ 11 1 Major Arterial 1700 45 5276 1370 2606 0.691 11 1 Major Arterial 1250 45 5277 2606 1370 0.691 _ 11 1 Major Arterial 1250 45 5278 2561 2609 10.656 11 1 Minor Arterial 1250 40 5279 2609 2561 0.656 11 1 Minor Arterial 1250 40 5280 2397 2609 3.296 11 1 Minor Arterial 1250 40 5281 2609 2397 3.296 11 1 Minor Arterial 1250 40 5282 2382 2572 0.556 11 1 Minor Arterial 1700 40 5283 2610 2458 0.4 11 2 Major Arterial 3200 45 5284 2612 2613 0.223 10 1 Collector /Local Road 800 15 5285 2613 2612 0.223 10 1 Collector / Local Road 800 15 5286 554 2615 0.244 _ 11 1 Minor Arterial 1700 40 5287 2615 554 0.244 _ 11 1 Minor Arterial 1700 40 5288 568 1573 0.679 _ 11 1 Minor Arterial 1700 40 5289 1573 568 0.679 _ 11 1 Minor Arterial 1700 40 5290 2618 2619 0.164 _ 12 1 Ramp 1500 35 5291 2000 2002 1.297 _ 11 1 Minor Arterial 1250 40 5292 2002 2000 1.297 11 1 Minor Arterial 1250 40 5293 163 306 1.844 _ 11 1 Principal Arterial 1700 45 5294 306 163 1.844 _ 11 1 Principal Arterial 1700 45 5295 830 835 0.793 ___11 1 Collector / Local Road 1250 40 5296 835 830 0.793 _ 11 1 Collector / Local Road 1250 40 5297 809 830 1.918 11 1 Collector / Local Road 1700 40 5298 830 809 1.918 11 1 Collector / Local Road 1700 40 5299 913 2704 0.862 11 1 Ramp 1500 55 5300 916 2619 0.987 11 1 Collector / Local Road 1700 40 5301 2619 916 0.987 11 1 Collector / Local Road 1700 40 5302 2623 2624 0.099 11 1 Ramp 1500 55 5303 881 898 0.591 12 2 Freeway 4100 65 5304 196 2228 1.628 11 1 Major Arterial 1700 45 5305 2228 196 1.628 11 1 Major Arterial 1700 45 5306 1043 1085 2.125 12 1 Minor Arterial ___1700 35 5307 1085 1043 2.125 12 1 Minor Arterial 1700 35 5308 1059 1093 13.009 11 1 Minor Arterial 1700 40 5309 1093 1059 3.009 11 1 Minor Arterial 1700 40 5310 865 912 1.713 11 1 Minor Arterial 1250 40 5311 912 865 1.713 11 1 Minor Arterial 1250 40 5312 975 990 0.246 10 1 Collector / Local Road 800 15 5313 990 975 0.246 10 1 Collector / Local Road 800 15 5314 972 975 0.508 11 1 Major Arterial 1700 45 5315 975 972 0.508 11 1 Major Arterial 1700 45 5316 1969 1973 0.429 11 2 Major Arterial 3600 50 5317 1973 1969 0.429 11 2 Major Arterial 3600 50 5318 199 200 0.439 11 1 Principal Arterial 1700 45 5319 200 199 0.439 11 __1 Principal Arterial 1700 45 5320 200 2312 1.656 11 1 Major Arterial 1700 45 5321 2312 200 1.656 11 1 Major Arterial 1700 45 5322 1624 1927 0.423 11 1 Collector / Local Road 1700 40 5323 1927 1624 0.423 11 1 Collector/ Local Road 1700 40 5324 1820 1932 0.332 10 1 Collector / Local Road 800 15 5325 1932 1820 0.332 10 1 Collector / Local Road 800 15 5326 1844 1871 10.877 11 1 Collector / Local Road 1700 40 5327 1871 1844 0.877 11 1 Collector / Local Road 1700 40 5328 1839 1859 1,482 11 1 Principal Arterial 1700 45 5329 1859 1839 1.482 11 1 Principal Arterial 1700 45 5330 11833 1838 0.764 11 1 1 Minor Arterial 1700 40 5331 11838 1833 0.764 11 1 Minor Arterial 1700 40 Page 86 of 100 Appendix C - Page 87 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

~~() Width (ft) Lanes ___________ Rate (vehlhr) 5332 1568 1839 0.988 11 1 Collector / Local Road 1700 40 5333 1839 1568 0.988 11 1 Collector / Local Road 1700 40 5334 1812 1833 1.161 11 1 Minor Arterial 1700 40 5335 11833 1812 1.161 1 11 1 Minor Arterial 1700 40 5336 554 584 0.901 11 1 Minor Arterial 1250 40 5337 584 554 0.90 1 11 1 Minor Arterial 1250 40 5338 276 714 2.127 12 1 Major Arterial 1700 35 5339 714 276 2.127 12 1 Major Arterial 1700 35 5340 317 340 0.568 11 1 Collector / Local Road 1700 40 5341 340 317 0.568 11 1 Collector / Local Road 1700 40 5342 1898 1900 4.244 11 1 Major Arterial 1700 45 5343 1900 1898 4.244 11 1 Major Arterial 1700 45 5344 1218 2535 0.632 11 2 Major Arterial 3600 50 5345 2535 1218 0.632 11 2 Major Arterial 3600 50 5346 1771 2554 2.177 11 1 Principal Arterial 1600 45 5347 2554 1771 12.177 11 1 Principal Arterial 1600 45 5348 1271 1984 0.923 12 2 Principal Arterial 2750 35 5349 1984 1270 0.919 12 2 Principal Arterial 2750 35 5350 2626 2729 0.376 10 1 Collector / Local Road 800 15 5351 2729 2626 0.376 10 1 Collector / Local Road 800 15 5352 1269 2538 0.491 12 2 Freeway 4100 55 5353 2538 1269 0.491 12 2 Freeway 4100 55 5354 2632 1262 0.256 11 2 Principal Arterial 3300 45 5355 1260 2632 0.25 _ 11 2 Principal Arterial 3300 45 5356 2531 2586 0.836 11 1 Minor Arterial 1250 40 5357 2586 2531 0.836 _ 11 1___ Minor Arterial 1250 40 5358 2544 2628 1.561 _ 11 1 Principal Arterial 1700 40 5359 2628 2544 1.561 _ 11 1_ Principal Arterial 1700 40 5360 1257 1417 0.122 _ 11 1_ Major Arterial 1700 50 5361 1417 1257 0.122 11 1_ Major Arterial 1700 50 5362 2522 2588 1.755 _ 11 1_ Minor Arterial 1250 40 5363 2588 2522 1.755 _ 11 1_ Minor Arterial 1250 40 5364 2584 2629 0.49 ___11 1_ Minor Arterial 1700 40 5365 2629 2584 0.49 _ 11 1_ Minor Arterial 1700 40 5366 2521 2522 11.342 11 1_ Minor Arterial 1250 40 5367 12522 2521 1.342 11 1_ Minor Arterial 1250 40 5368 1255 1266 1.034 11 1_ Minor Arterial 1700 40 5369 1266 1255 1.034 11 1 Minor Arterial 1700 40 5370 1246 1266 1.358 11 1_ Minor Arterial 1700 40 5371 1266 1246 1.358 11 1_ Minor Arterial 1700 40 5372 2570 2571 3.185 11 1_ Minor Arterial 1250 40 5373 2571 2570 3.185 11 1_ Minor Arterial 1250 40 5374 2009 2534 3.41 11 1___ Minor Arterial 1250 40 5375 2534 2009 3.41 11 1 Minor Arterial 1250 40 5376 2535 2566 4.366 11 1 Minor Arterial 1700 40 5377 2566 2535 4.366 1 11 1 Minor Arterial 1700 40 5378 2540 2730 0.165 10 1 Collector / Local Road 800 25 5379 2730 2540 0.165 10 1 Collector / Local Road 800 25 5380 2588 2632 3.73 11 1 Minor Arterial 1250 40 5381 2632 2588 3.73 11 1 Minor Arterial 1250 40 5382 1479 2526 1.582 11 2 Principal Arterial 3300 45 5383 2527 1265 11.486 11 2 Principal Arterial 3300 45 5384 1268 1271 10.983 11 2 Principal Arterial 3300 40 5385 1240 2630 2.749 11 1 Principal Arterial 1700 45 5386 2630 1240 2.749 11 1 Principal Arterial 1700 45 5387 2535 2636 0.101 11 2 Major Arterial 3600 50 5388 2636 2535 0.101 11 2 Major Arterial 3600 50 5389 2542 2628 0.444 11 1 Principal Arterial 1700 40 5390 2628 2542 0.444 11 1 1 Principal Arterial 1 1700 1 40 5391 1379 2567 0.448 11 1 Minor Arterial 1700 40 5392 2567 1379 0.448 11 1 Minor Arterial 1700 40 533 1379 2528 0.825 1 11 1 Principal Arterial 1700 45 Page 87 of 100 Appendix C - Page 88 of 117

Appendix C Limerick NGS AppedixNetwork LimrickNGSRoadway Data Table Link # U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________(mi) Width (ft) Lanes __________ Rate (vehlhr) 5394 2528 1379 0.825 11 1 Principal Arterial 1700 45 5395 1272 2585 0.217 11 1 Minor Arterial 1700 40 5396 2585 1272 0.217 11 1 Minor Arterial 1700 40 5397 11227 1480 1.53 1 12 2 Freeway 4100 65 5398 1275 2599 1.984 11 1 Principal Arterial 1600 45 5399 2599 1275 1.984 11 1 Principal Arterial 1600 45 5400 1276 2531 4.681 11 1 Minor Arterial 1250 40 5401 2531 1276 4.681 11 1 Minor Arterial 1250 40 5402 2630 2634 0.2 12 1 Principal Arterial 1700 25 5403 2634 2630 0.2 12 1 Principal Arterial 1700 25 5404 1459 1231 0.197 11 1 Minor Arterial 1700 40 5405 627 631 0.564 11 1 Major Arterial 1250 45 5406 631 627 0.564 11 1 Major Arterial 1250 45 5407 2175 2190 1.503 11 1 Major Arterial 1250 45 5408 2190 2175 1.503 11 1 Major Arterial 1250 45 5409 204 212 1.034 11 1 Major Arterial 1700 45 5410 212 204 1.034 _ 11 1_ Major Arterial 1700 45 5411 206 221 1.653 _ 11 1___ Collector / Local Road 1700 40 5412 221 206 1.653 _ 11 1_ Collector / Local Road 1700 40 5413 200 224 3.062 _ 11 1_ Collector / Local Road 1700 40 5414 224 200 3.062 _ 11 1_ Collector / Local Road 1700 40 5415 1541 1575 2.978 _ 11 1_ Minor Arterial 1250 40 5416 1575 1541 2.978 11 1 Minor Arterial 1250 40 5417 1761 1773 1.835 11 1_ Major Arterial 1250 45 5418 1773 1761 1.835 11 1_ Major Arterial 1250 45 5419 1742 1752 2.198 11 1_ Minor Arterial 1250 40 5420 1752 1742 2.198 11 1_ Minor Arterial 1250 40 5421 2646 945 0.069 11 1_ Minor Arterial 1700 40 5422 2531 2533 0.828 11 1_ Principal Arterial 1600 40 5423 2533 2531 0.828 11 1 Principal Arterial 1600 40 5424 1612 1755 1.477 11 1 Minor Arterial 1250 40 5425 1755 1612 1.477 11 1_ Minor Arterial 1250 40 5426 1734 1955 0.817 11 1 Principal Arterial 1600 45 5427 1955 1734 0.817 11 1 Principal Arterial 1600 45 5428 2047 2399 1.643 11 1 Minor Arterial 1250 40 5429 2399 2047 1.643 11 1 Minor Arterial 1250 40 5430 1276 2558 1.823 11 1 Minor Arterial 1250 40 5431 2558 1276 1.823 11 1 Minor Arterial 1250 40 5432 1247 1245 1.111 12 2 Freeway 4100 65 5433 1411 1249 1.327 12 2 Freeway 4100 65 5434 1412 1247 0.621 12 2 Freeway 4100 65 5435 1249 1264 1.053 12 2 Freeway 4100 65 5436 2410 2412 0.613 11 1 Minor Arterial 1250 40 5437 2412 2410 0.613 11 1 Minor Arterial 1250 40 5438 2420 2422 1.848 11 1 Minor Arterial 1250 40 5439 2422 2420 1.848 11 1 Minor Arterial 1250 40 5440 2453 2580 1.305 11 1 Collector / Local Road 1250 40 5441 2580 2453 1.305 11 1 Collector / Local Road 1250 40 5442 2455 2458 0.746 11 1 Major Arterial 1250 45 5443 2458 2455 0.746 11 1 Major Arterial 1250 45 5444 2418 2579 11.773 11 1 MaJor Arterial 1250 45 5445 2579 2418 1.773 11 1 Major Arterial 1250 45 5446 1410 1233 1.429 12 2 Freeway 4100 65 5447 1759 1967 1.159 11 1 Minor Arterial 1250 40 5448 1967 1759 1.159 11 1 Minor Arterial 1250 40 5449 1769 1770 2.216 11 1 Minor Arterial 1250 40 5450 1770 1769 2.216 11 1 Minor Arterial 1250 40 5451 1784 1925 0.974 11 1 Minor Arterial 1250 40 5452 1925 1784 0.974 11 1 Minor Arterial 1250 40 15453 1675 1949 0.495 11 1 11 Collector / Local Road 1700 40 15454 11949 1675 0.495 11 1 Collector / Local Road 1700 1 40 L5455 11676 11949 10.749 11 1 Collector / Local Road 1250 1 40 Page 88 of 100 Appendix C - Page 89 of 117

Appendix C Limerick NGS Appedix Network Data Table LimrickNGSRoadway Link # U-Node D-Node Lnt Lae Nm rof Roadway Type StrioFlwFFS (mph)

- ~ ~(i Width (ft) Lanes __________ Rate (vehlhr) -

5456 1949 1676 0.749 11 1 Collector / Local Road 1250 40 5457 1646 1597 1.74 12 2 Freeway 4100 55 5458 1655 2660 0.438 11 1 Major Arterial ___1700 45 5459 12660 1655 0.438 1 11 1 Major Arterial 1700 45 5460 1658 2660 0.444 12 1 Major Arterial 1700 35 5461 2660 1658 0.444 12 1 Major Arterial 1700 35 54632 2557 2562 1.051 11 1 Minor Arterial 1250 40 5463 2562 2557 1.051 11 1 Minor Arterial 1250 40 5464 1760 1768 12.227 12 1 1 Minor Arterial 1200 35 5465 1768 1760 2.227 _ 12 1 Minor Arterial 1200 35 5466 2445 2446 1.318 11 1 Major Arterial 1250 45 5467 2446 2445 1.318 11 1 Major Arterial 1250 45 5468 2441 2442 0.695 11 1 Principal Arterial 1700 45 5469 2442 2441 0.695 11 1 Principal Arterial 1700 45 5470 208 213 0.759 11 1 Principal Arterial 1700 45 5471 213 208 0.759 11 1 Principal Arterial 1700 45 5472 219 1418 0.68 11 1 Collector /Local Road 1700 40 5473 1418 219 0.68 11 1 Collector /Local Road 1700 40 5474 2471 2472 0.239 11 1 Principal Arterial 1600 45 5475 2472 2471 0.239 11 1 Principal Arterial 1600 45 5476 2472 2475 1.854 11 1 Principal Arterial 1600 45 5477 2475 2472 1.854 11 1 Principal Arterial 1600 45 5478 2361 2762 1.602 10 1 Collector / Local Road 800 15 5479 2762 2361 1.602 10 1 Collector / Local Road 800 15 5480 2606 2762 1.861 10 1 Collector / Local Road 800 15 5481 2762 2606 1.861 10 1 Collector / Local Road 800 15 5482 1362 2662 0.084 12 1 Major Arterial 1700 30 5483 2662 1362 0.084 12 1 Major Arterial 1700 30 5484 1362 2590 0.408 11 1 Major Arterial 1700 45 5485 2590 1362 0.408 11 __1 Major Arterial 1700 45 5486 1362 2377 0.569 12 1 Major Arterial 1700 30 5487 2377 1362 0.569 12 1 Major Arterial 1700 30 5488 1066 1079 0.569 11 2 Principal Arterial 3700 50 5489 1850 1870 0.686 11 1 Minor Arterial 1700 40 5490 1870 1850 0.686 11 1 Minor Arterial 1700 40 5491 2565 1062 0.402 11 2 Principal Arterial 3700 50 5492 1068 1091 1.869 11 1 Collector /Local Road 1700 40 5493 1091 1068 1.869 11 1 Collector / Local Road 1700 40 5494 443 963 1.399 11 1 Minor Arterial 1700 40 5495 963 443 1.399 11 1 Minor Arterial 1700 40 5496 941 948 0.62 11 1 1Collector / Local Road 1700 40 5497 948 941 0.62 11 1 Collector / Local Road 1700 40 5498 1944 1961 0.58 11 1 Minor Arterial 1700 40 5499 1961 1944 0.58 11 1 Minor Arterial 1700 40 5500 2391 2392 5.331 11 1 Minor Arterial 1250 40 5501 2392 2391 5.331 11 1 Minor Arterial 1250 40 5502 2597 2607 1.588 11 1 Major Arterial 1250 45 5503 2607 2597 1.588 11 __1 Major Arterial 1250 45 5504 2358 2360 4.291 11 1 Major Arterial 1250 45 5505 2360 2358 4.291 11 __1 Major Arterial 1250 45 5506 2360 2550 1.362 10 1 Collector / Local Road 800 15 5507 2550 2360 11.362 10 1 Collector / Local Road 800 15 5508 2359 2395 0.799 11 ~ 1- Principal Arterial 1600 45 5509 2395 2359 0.799 11 1 Principal Arterial 1600 45 5510 2390 2559 2.817 11 1 Minor Arterial 1250 40 5511 2559 2390 2.817 11 1 Minor Arterial 1250 40 5512 1060 1071 1.465 11 1 Minor Arterial 1700 40 5513 1071 1060 11.465 11 1 Minor Arterial 1700 40 5514 2414 2552 2.123 11 1 Minor Arterial 1700 40 5515 2552 2414 2.123 11 1 Minor Arterial 1700 40 5516 1315 2366 -0.473 11 1 Major Arterial 1 1700 1 45 L_5517 2366 1315 0.473 11 1 1 Major Arterial 1 1700 1 45 Page 89 of 100 Appendix C - Page 90 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

S (ml) Width (ft) Lanes Rate (vehlhr) 5518 1312 1315 0.562 11 1 Major Arterial 1700 45 5519 1315 1312 0.562 11 1 Major Arterial 1700 45 5520 1313 2382 0.432 11 1 Minor Arterial 1700 40 5521 12382 1313 0.432 1 11 1 Minor Arterial 1700 40 5522 1392 1399 0.035 11 1 Ramp 1500 55 5523 1401 1396 0.017 11 1 Ramp 1500 55 5524 1333 1326 0.826 12 2 Freeway 4100 60 5525 1327 1331 0.959 12 2 Freeway 4100 60 5526 2290 2574 1.936 12 2 Freeway 4100 55 5527 2575 2295 __2.28 12 2 Freeway 4100 55 5528 1453 2423 2.118 11 1 Major Arterial 1250 45 5529 2423 1453 2.118 11 1 Major Arterial 1250 45 5530 2479 2485 0.703 11 1 Collector / Local Road 1250 40 5531 2485 2479 10.703 11 1 Collector / Local Road 1250 40 5532 2601 2673 1.461 11 1 Collector /Local Road 1250 40 5533 2673 2601 1,461 11 1 Collector / Local Road 1250 40 5534 2672 2673 0.214 11 1 Collector / Local Road 1700 40 5535 2673 2672 0,214 11 1 Collector / Local Road 1700 40 5536 2602 2603 0.144 11 1 Collector / Local Road 1700 40 5537 2603 2602 0,144 11 1 Collector / Local Road 1700 40 5538 2414 2602 0.192 11 1 Collector /Local Road 1700 40 5539 2602 2414 0.192 11 1 Collector / Local Road 1700 40 5540 2367 2491 0.236 11 1 Collector I Local Road 1250 40 5541 2491 2367 0.236 11 1 Collector / Local Road 1250 40 5542 2381 2498 2.097 _ 11 1 Collector / Local Road 1700 40 5543 2498 2381 2.097 _ 11 1 Collector / Local Road 1700 40 5544 1321 1329 0.511 _ 11 1 Minor Arterial 1700 40 5545 1329 1321 0.511 11 1 Minor Arterial 1700 40 5546 1350 1358 1.989 11 2 Major Arterial 3200 45 5547 1358 1350 1.989 11 2 Major Arterial 3200 45 5548 2373 2374 11.033 11 1 Minor Arterial 1700 40 5549 2374 2373 1.033 11 1 Minor Arterial 1700 40 5550 2375 2674 0.352 11 1 Collector / Local Road 1700 40 5551 2674 2375 0.352 11 1 Collector / Local Road 1700 40 5552 1355 2426 0.117 11 1 Principal Arterial 1600 55 5553 2505 2674 2.575 11 1 Collector / Local Road 1700 40 5554 2674 2505 12.575 11 1 Collector / Local Road 1700 40 5555 1321 2381 0.972 11 1 Major Arterial 1700 45 5556 2381 1321 0.972 11 1 Major Arterial 1700 45 5557 2558 2562 7.426 11 1 Minor Arterial 1250 40 5558 2562 2558 7.426 11 1 Minor Arterial 1250 40 5559 1372 2591 0.707 11 1 Major Arterial 1250 45 5560 2591 1372 0.707 11 1 Major Arterial 1250 45 5561 1372 2358 3.301 11 1 Minor Arterial 1250 40 5562 2358 1372 3.301 11 1 Minor Arterial 1250 40 5563 2362 2507 3.403 11 ~ 1- Minor Arterial 1250 40 5564 2507 2362 3.403 11 1 Minor Arterial 1250 40 5565 1360 2384 1.023 11 1 Major Arterial 1250 45 5566 2384 1360 1.023 11 1 Major Arterial 1250 45 5567 1281 2425 2.222 11 2 Principal Arterial 3300 45 5568 2425 1281 2.222 11 2 Principal Arterial 3300 45 5569 1470 2564 2.147 12 2 Freeway 4100 60 5570 1079 1471 __2.162 12 2 Freeway 4100 60 5571 1546 2359 1.857 11 1 Principal Arterial 1600 45 5572 2359 1546 __1.857 11 1 Principal Arterial 1600 45 5573 2388 2555 2.109 11 1 Minor Arterial 1250 40 5574 2555 2388 2.109 11 1 Minor Arterial 1250 40 5575 1382 2415 2.977 11 1 Major Arterial 1250 45 5576 2415 1382 2.977 11 1 1 Major Arterial 1250 4 5577 2369 2600 0.58 11 1 Minor Arterial 1700 40 5578 2600 2369 0.58 11 1 Minor Arterial 1700 40 15579 2368 2578 2.239 11 1 Major Arterial 1250 45 Page 90 of 100 Appendix C - Page 91 of 117

Appendix C Limerick NGS Appedix Network~

LimrickNGSRoadway Data Table Link # U-Node 0-Node Legh (ml) Ln (ft)

Width ubro Lanes oda ye Saturation Flow FFS (mph)

Rate________

5580 2578 2368 2.239 11 1 Major Arterial 1250 45 5581 2391 2423 4.376 _ 11 1 Major Arterial 1250 45 5582 2423 2391 4.376 11 1 Major Arterial 1250 45 5583 12391 2562 1.138 11 1 Minor Arterial 1250 40 5584 2562 2391 1.138 11 1 Minor Arterial 1250 40 5585 1779 1780 0.527 11 1 Minor Arterial 1250 40 5586 1780 1779 0.527 _ 11 1 Minor Arterial 1250 40 5587 2486 2488 0.026 _ 11 1 Collector / Local Road 1700 40 5588 2488 2486 0.026 _ 11 1 Collector / Local Road 1700 40 5589 234 2697 0.994 _ 11 2 Principal Arterial 3300 45 5590 2697 234 0.994 _ 11 2 Principal Arterial 3300 45 5591 2084 2098 1.044 _ 11 1 Minor Arterial 1700 40 5592 2098 2084 1.044 11 1 Minor Arterial 1700 40 5593 2076 2103 1.419 _ 11 1 Minor Arterial 1250 40 5594 2103 2076 1.419 11 1 Minor Arterial 1250 40 5595 238 251 1.373 11 1 Minor Arterial 1700 40 5596 251 238 1.373 _ 11 1 Minor Arterial 1700 40 5597 1596 2291 0.749 10 1 Collector / Local Road 800 15 5598 2291 1596 0.749 10 1 Collector / Local Road 800 15 5599 1771 2598 4.687 11 1 Principal Arterial 1600 45 5600 2598 1771 4.687 11 1 Principal Arterial 1600 45 5601 1732 1735 1.116 11 1 Principal Arterial 1600 45 5602 1735 1732 1.116 11 1 Principal Arterial 1600 45 5603 1732 1741 0.976 11 1 Major Arterial 1250 45 5604 1741 1732 0.976 11 1 Major Arterial 1250 45 5605 1736 1741 2.3 11 1 Major Arterial 1250 45 5606 1741 1736 2.3 11 1 Major Arterial 1250 45 5607 1736 1948 0.474 11 1 Major Arterial 1250 45 5608 1948 1736 0.474 11 1 Major Arterial 1250 45 5609 2683 908 1.797 12 2 Freeway 4100 60 5610 2680 2683 0.472 12 2 Freeway 4100 60 5611 911 2685 0.232 11 1 Ramp 1500 55 5612 2624 2681 0.241 11 1 Ramp 1500 55 5613 2681 902 0.686 12 2 Freeway 4100 60 5614 902 1524 0.491 12 2 Freeway 4100 60 5615 1525 894 0.043 11 2 Principal Arterial 3300 45 5616 1523 1526 0.164 12 2 Freeway 4100 55 5617 901 2682 1.178 12 2 Freeway 4100 65 5618 1080 1074 0.087 11 1 Major Arterial 1700 45 5619 1532 1521 0.959 11 1 1 Ramp 1500 55 5620 1532 1533 1.494 11 1 Ramp 1500 55 5621 1791 1982 __1.032 12 2 Freeway 4100 65 5622 1789 1793 __1.147 12 2 Freeway 4100 65 5623 1796 1928 0.757 11 1 Ram p 1500 55 5624 1928 1796 0.757 11 1 Ramp 1500 55 5625 2714 372 0.508 11 1 1 Ramp 1500 55 5626 2714 497 0.369 12 2 Freeway 4100 60 5627 1194 1477 0.233 11 1 Ramp 1500 55 5628 1626 1909 1.198 11 1 Minor Arterial 1700 40 5629 1909 1626 1.198 11 1 Minor Arterial 1700 40 5630 1756 1760 1.619 11 1 Major Arterial 1250 45 5631 1760 1756 1.619 11 1 Major Arterial 1250 45 5632 2692 2355 11.592 12 2 Freeway 4100 60 5633 1836 1962 2.741 11 1 Minor Arterial 1700 40 5634 1962 1836 2.741 11 __1 Minor Arterial 1700 40 5635 1935 1845 1.15 12 2 Freeway 4100 60 5636 915 917 2.194 11 1 Collector /Local Road 1250 40 5637 917 915 2.194 11 1 Collector /Local Road 1250 40 5638 1192 2203 1.29 11 1 Principal Arterial 1700 45 5639 2203 1192 1.29 11 1 1 Principal Arterial 1 1700 45 5640 1558 1487 0.426 1 12 1 Ramp 1500 35 5641 2095 2351 2.084 1 11 1 Minor Arterial 1250 40 Page 91 of 100 Appendix C - Page 92 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow LkUN D-Node (mi) Width (ft) Lanes Rate (veh/hr) FFS (mph) 5642 2351 2095 2.084 11 1 Minor Arterial 1250 40 5643 544 2259 0.87 11 1 Major Arterial 1250 45 5644 2259 544 0.87 11 1 Major Arterial 1250 45 5645 2033 2305 0.694 11 1 Minor Arterial 1250 40 5646 2305 2033 0.694 11 1 Minor Arterial 1250 40 5647 2011 2342 0.363 11 1 Collector / Local Road 1700 40 5648 2342 2011 0.363 11 1 Collector / Local Road 1700 40 5649 2062 2073 0.589 11 1 Collector / Local Road 1250 40 5650 2073 2062 0.589 11 1 Collector / Local Road 1250 40 5651 563 579 6.947 12 2 Freeway 4100 60 5652 592 2695 3.181 12 2 Freeway 4100 60 5653 1563 2277 0.521 11 2 Principal Arterial 3300 45 5654 2277 1563 0.521 11 2 Principal Arterial 3300 45 5655 567 563 0.799 12 2 Freeway 4100 60 5656 2281 2321 0.657 11 1 Minor Arterial 1700 40 5657 2321 2281 0.657 11 1 Minor Arterial 1700 40 5658 2696 237 1.609 12 2 Freeway 4100 55 5659 258 461 0.709 12 2 Freeway 4100 55 5660 250 253 0.045 11 1 Major Arterial 1700 50 5661 253 250 0.045 11 1 Major Arterial 1700 50 5662 163 309 1.149 11 1 Minor Arterial 1700 40 5663 309 163 1.149 11 1 Minor Arterial 1700 40 5664 257 2697 1.098 11 1 Principal Arterial 1700 45 5665 2697 257 1.098 11 1 Principal Arterial 1700 45 5666 489 492 0.102 12 2 Freeway 4100 55 5667 323 258 2.403 12 2 Freeway 4100 55 5668 463 487 2.533 12 2 Freeway 4100 55 5669 461 1535 1.569 12 2 Freeway 4100 55 5670 237 463 0.724 12 2 Freeway 4100 55 5671 1509 442 1.522 12 2 Freeway 4100 65 5672 1517 1511 1.197 12 2 Freeway 4100 60 5673 2698 1516 0.327 12 2 Freeway 4100 60 5674 425 2700 1.229 12 2 Freeway 4100 65 5675 1516 439 0.567 12 2 Freeway 4100 65 5676 434 2712 0.606 11 1 Minor Arterial 1700 40 5677 2704 2682 2.945 11 1 Ramp 1500 55 5678 821 828 0.069 11 1 Major Arterial 1250 45 5679 828 821 0.069 11 1 Major Arterial 1250 45 5680 369 384 0.423 11 1 Principal Arterial 1600 45 5681 1508 370 0.422 11 1 Major Arterial 1250 50 5682 535 532 2.631 12 2 Freeway 4100 65 5683 391 411 2.385 11 1 Major Arterial 1700 45 5684 411 391 2.385 11 1 Major Arterial 1700 45 5685 867 878 1.372 11 1 Major Arterial 1700 45 5686 878 867 1.372 11 1 Major Arterial 1700 45 5687 868 867 0.768 12 1 Ramp 1500 35 5688 867 871 1.312 12 1 Ramp 1500 35 5689 861 867 0.611 11 1 Major Arterial 1700 45 5690 867 861 0.611 11 1 Major Arterial 1700 45 5691 392 1204 0.183 11 2 Minor Arterial 3200 40 5692 2689 877 0.792 12 2 Freeway 4100 65 5693 896 877 0.58 11 1 Ramp 1500 55 5694 843 860 0.825 12 2 Freeway 4100 50 5695 402 891 2.132 11 1 Principal Arterial 1700 45 5696 892 407 2.134 11 1 Principal Arterial 1700 45 5697 1521 508 10.483 12 2 Freeway 4100 65 5698 519 2686 2.316 12 2 Freeway 4100 65 5699 442 1515 3.253 12 2 Freeway 4100 65 5700 395 2737 0.218 10 1 Collector / Local Road 800 15 5701 2737 395 0.218 10 1 Collector / Local Road 800 15 5702 494 197 12.08 12 2 Freeway 4100 60 5703 593 596 0.336 10 1 Collector / Local Road 800 15 Page 92 of 100 Appendix C - Page 93 of 117

Appendix C Limerick NGS Appedix Data Table LimrickNGSRoadway Network U-oe Lik#

Lin -Nde

1. D-oe

-Noe Length mi) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Felhow Rate____________ ___(mph) 5704 596 593 0.336 10 1 ___Collector / Local Road 800 15 5705 626 628 0.15 11 1 ___ Major Arterial 1250 45 5706 628 626 0.15 11 1 ___ Major Arterial 1250 45 5707 760 766 0.351 1 11 2 Minor Arterial 3200 40 5708 766 760 0.351 11 2 Minor Arterial 3200 40 5709 1498 772 3.215 12 2 Freeway 4100 55 5710 778 761 1.412 12 2 Freeway 4100 55 5711 1487 496 10.181 12 2 Freeway 4100 60 5712 1083 1094 1.225 11 1 1 Principal Arterial 1600 45 5713 1081 1075 0.306 11 1 Principal Arterial 1600 45 5714 521 518 6.832 12 2 Freeway 4100 65 5715 516 1509 2.625 12 2 Freeway 4100 65 5716 388 394 0.272 11 2 Collector / Local Road 3200 40 5717 394 388 0.272 11 2 Collector / Local Road 3200 40 5718 510 1504 0.323 12 2 Freeway 4100 65 5719 1196 190 0.376 12 2 Freeway 4100 55 5720 182 1196 0.481 12 2 Freeway 4100 55 5721 185 183 0.454 12 2 Freeway 4100 55 5722 179 337 1.07 12 2 Freeway 4100 55 5723 1499 1195 3.883 12 2 Freeway 4100 65 5724 490 366 3.922 _ 12 2 Freeway 4100 65 5725 1519 2715 0.128 11 2 Minor Arterial 3200 40 5726 2715 1519 0.128 11 2 Minor Arterial 3200 40 5727 503 1519 0.159 11 1 Ramp 1500 55 5728 2690 1503 1.157 12 2 Freeway 4100 65 5729 2715 1505 0.109 12 2 Freeway 4100 40 5730 1452 2715 0.174 11 2 Major Arterial 3200 40 5731 1506 1522 7.069 12 2 Freeway 4100 65 5732 1513 2711 3.955 12 2 Freeway 4100 60 5733 2710 1512 4.293 12 2 Freeway 4100 60 5734 2716 1503 0.363 11 1 Ramp 1500 55 5735 2085 2124 1.547 12 2 Freeway 4100 55 5736 2120 2086 1.533 12 2 Freeway 4100 55 5737 1988 2357 10.237 12 1 Ramp 1500 35 5738 1986 1988 0.223 12 1 Ramp 1500 35 5739 1988 1986 0.223 12 1 Ramp 1500 35 5740 1987 2691 11.587 12 2 Freeway 4100 60 5741 437 531 0.362 11 1 Minor Arterial 1700 40 5742 531 437 0.362 11 1 Minor Arterial 1700 40 5743 2719 478 0.49 11 1 Ramp 1500 55 5744 1482 473 0.448 11 1 Ramp 1500 55 5745 476 303 0.419 11 1 Ramp 1500 55 5746 477 1477 0.416 12 2 Freeway 4100 65 5747 471 1538 0.88 12 2 Freeway 4100 60 5748 285 308 0.734 11 1 Minor Arterial 1700 40 5749 308 285 0.734 11 1 Minor Arterial 1700 40 5750 470 290 0.094 11 1 Collector / Local Road 1700 40 5751 2719 1484 0.312 12 2 Freeway 4100 65 5752 1536 2719 12.489 12 2 Freeway 4100 65 5753 1477 484 12.401 12 2 Freeway 4100 65 5754 319 316 0.199 11 1 Principal Arterial 1700 45 5755 298 2739 0.206 10 1 Collector / Local Road 800 10 5756 2739 298 10.206 10 1 Collector / Local Road 800 10 5757 292 298 0.4 11 1_ Collector / Local Road 1700 40 5758 298 292 0.4 _ 11 1_ Collector I Local Road 1700 40 5759 1053 1058 1.83 _ 11 1 Major Arterial 1700 45 5760 1058 1053 1.83 _ 11 1_ Major Arterial 1700 45 5761 1771 1795 4.605 _ 11 1 Principal Arterial 1600 45 5762 1795 1771 4.605 11 1 Principal Arterial 1600 45 5763 2250 2268 0.949 _ 11 2 Principal Arterial 3700 55 5764 2268 2250 0.949 _ 11 2 Principal Arterial 3700 55 5765 243 251 0.496 11 1 Major Arterial 1700 :4:5 Page 93 of 100 Appendix C - Page 94 of 117

Appendix C Limerick INGS Roadway Network Data Table Link # U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow Ln#

D-d Uo (mi) Width (ft) Lanes Rate (veh/hr) FFS (mph) 5766 251 243 0.496 11 1 Major Arterial 1700 45 5767 947 1530 0.246 11 1 Major Arterial 1700 45 5768 938 947 0.973 11 1 Major Arterial 1700 45 5769 947 938 0.973 11 1 Major Arterial 1700 45 5770 2712 424 0.2 11 1 Minor Arterial 1700 40 5771 424 2702 0.201 11 1 Minor Arterial 1700 40 5772 2212 2220 0.803 12 1 Major Arterial 1700 35 5773 2220 2212 0.803 12 1 Major Arterial 1700 35 5774 2220 2221 0.516 11 1 Major Arterial 1700 45 5775 2221 2220 0.516 11 1 Major Arterial 1700 45 5776 277 287 0.567 12 1 Major Arterial 1700 35 5777 287 277 0.567 12 1 Major Arterial 1700 35 5778 278 317 1.216 11 1 Collector / Local Road 1700 40 5779 317 278 1.216 11 1 Collector / Local Road 1700 40 5780 358 364 0.867 11 1 Minor Arterial 1700 40 5781 364 358 0.867 11 1 Minor Arterial 1700 40 5782 368 358 1.268 10 1 Collector / Local Road 800 15 5783 544 589 6.287 11 1 Major Arterial 1250 45 5784 589 544 6.287 11 1 Major Arterial 1250 45 5785 545 557 1.973 11 1 Minor Arterial 1700 40 5786 557 545 1.973 11 1 Minor Arterial 1700 40 5787 560 2284 0.69 11 1 Minor Arterial 1700 40 5788 2284 560 0.69 11 1 Minor Arterial 1700 40 5789 555 570 0.536 11 1 Collector / Local Road 1700 40 5790 570 555 0.536 11 1 Collector / Local Road 1700 40 5791 599 1574 3.664 10 1 Collector / Local Road 800 15 5792 1574 599 3.664 10 1 Collector / Local Road 800 15 5793 601 1580 2.063 11 1 Minor Arterial 1700 45 5794 1580 601 2.063 11 1 Minor Arterial 1700 45 5795 599 2612 0.972 11 1 Collector / Local Road 1700 40 5796 2612 599 0.972 11 1 Collector / Local Road 1700 40 5797 594 2612 1.424 11 1 Collector / Local Road 1700 40 5798 2612 594 1,424 11 1 Collector / Local Road 1700 40 5799 224 600 1.176 11 1 Major Arterial 1250 45 5800 600 224 1.176 11 1 Major Arterial 1250 45 5801 599 619 1.223 11 1 Minor Arterial 1700 40 5802 619 599 1.223 11 1 Minor Arterial 1700 40 5803 596 625 1.852 11 1 Major Arterial 1700 45 5804 625 596 1.852 11 1 Major Arterial 1700 45 5805 621 1579 0.538 11 1 Collector / Local Road 1250 40 5806 1579 621 0.538 11 1 Collector / Local Road 1250 40 5807 634 640 0.596 11 1 Collector / Local Road 1250 40 5808 640 634 0.596 11 1 Collector / Local Road 1250 40 5809 625 664 1.891 11 1 Major Arterial 1700 45 5810 664 625 1.891 11 1 Major Arterial 1700 45 5811 619 642 2.99 12 1 Minor Arterial 1700 35 5812 642 619 2.99 12 1 Minor Arterial 1700 35 5813 641 662 0.985 11 1 Major Arterial 1250 45 5814 662 641 0.985 11 1 Major Arterial 1250 45 5815 665 676 1.027 11 1 Collector / Local Road 1700 40 5816 676 665 1.027 11 1 Collector / Local Road 1700 40 5817 685 1547 0.78 10 1 Collector / Local Road 800 15 5818 1547 685 0.78 10 1 Collector / Local Road 800 15 5819 685 713 1.279 11 1 Collector / Local Road 1250 40 5820 713 685 1.279 11 1 Collector / Local Road 1250 40 5821 688 702 1.006 12 1 Major Arterial 1200 35 5822 702 688 1.006 12 1 Major Arterial 1200 35 5823 710 746 2.453 11 1 Major Arterial 1250 45 5824 746 710 2.453 11 1 Major Arterial 1250 45 5825 724 735 1.732 11 1 Collector / Local Road 1700 40 5826 735 724 1.732 11 1 Collector / Local Road 1700 40 5827 714 740 2.102 11 1 Major Arterial 1700 45 Page 94 of 100 Appendix C - Page 95 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Lik UNoe Link#

UNod -Nde D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Rate________

Fvelhwr (ph 5828 740 714 2.102 11 1 Major Arterial 1700 45 5829 740 743 1.135 11 1 Major Arterial 1700 45 5830 743 740 1.135 11 1 Major Arterial 1700 45 5831 1 748 755 1.506 11 1 Major Arterial 1250 45 5832 755 748 1.506 11 1 Major Arterial 1250 45 5833 751 758 1.323 10 1 Collector / Local Road 800 15 5834 758 751 1.323 10 1 Collector /Local Road 800 15 5835 756 767 2.154 11 1 Minor Arterial 1250 40 5836 767 756 12.154 11 1 Minor Arterial 1250 40 5837 751 790 0.717 11 1 Collector / Local Road 800 45 5838 790 751 0.717 11 1 Collector / Local Road 800 45 5839 755 779 1.288 11 1 Major Arterial 1700 45 5840 779 755 1.288 11 1 Major Arterial 1700 45 5841 776 783 2.142 11 1 Minor Arterial 1700 40 5842 783 776 2.142 11 1 Minor Arterial 1700 40 5843 766 783 1.44 11 1 Minor Arterial 1700 40 5844 783 766 1.44 _ 11 1 Minor Arterial 1700 40 5845 774 801 3.557 __11 1 Collector / Local Road 1250 40 5846 801 774 3.557 11 1 Collector / Local Road 1250 40 5847 789 793 1.322 11 1 Major Arterial 1700 45 5848 793 789 1.322 11 1 Major Arterial 1700 45 5849 779 789 1.335 11 1 Major Arterial 1700 45 5850 789 779 1.335 11 1 Major Arterial 1700 45 5851 789 808 1.268 11 1 Collector / Local Road 1700 40 5852 808 789 1.268 11 1 Collector / Local Road 1700 40 5853 770 805 1.084 11 1 Principal Arterial 1700 45 5854 805 770 1.084 11 1 Principal Arterial 1700 45 5855 805 813 1.428 12 1 Major Arterial 1700 35 5856 813 805 __1.428 12 1 Major Arterial 1700 35 5857 813 817 1.359 11 1 Major Arterial 1700 45 5858 817 813 __1.359 11 1 Major Arterial 1700 45 5859 846 2622 2.48 11 1 Major Arterial 1250 55 5860 2622 846 2.48 11 1 Major Arterial 1250 55 5861 858 882 3.515 12 1 Major Arterial 1200 35 5862 882 858 3.515 12 1 Major Arterial 1200 35 5863 1793 872 13.999 12 2 Freeway 4100 65 5864 975 979 1.01 11 1 Major Arterial 1250 45 5865 979 975 __1.01 11 1 Major Arterial 1250 45 5866 1039 1040 1.091 _ 11 1 Principal Arterial 1700 45 5867 1040 1039 1.091 11 1 Principal Arterial 1700 45 5868 825 778 3.593 12 2 Freeway 4100 55 5869 782 1602 4.567 12 2 Freeway 4100 55 5870 365 362 0.205 11 1 Major Arterial 1700 50 5871 362 364 0.203 11 1 Principal Arterial 1700 45 5872 1426 1428 0.279 12 2 Freeway 4100 60 5873 1483 1421 0.531 12 2 Freeway 4100 60 5874 1533 1791 18.86 12 2 Freeway 4100 65 5875 590 1659 1.244 12 2 Freeway 4100 55 5876 1545 591 0.484 12 2 Freeway 4100 55 5877 2640 927 0.796 12 2 Freeway 4100 60 5878 1683 1952 1.512 11 1 Principal Arterial 1700 45 5879 1952 1683 1.512 11 1 Principal Arterial 1700 45 5880 1688 1923 1.754 11 1 Minor Arterial 1250 40 5881 1923 1688 1.754 11 1 Minor Arterial 1250 40 5882 1693 1977 0.709 11 1 Minor Arterial 1250 40 5883 1977 1693 0.709 11 1 Minor Arterial 1250 40 5884 1694 1698 1.118 11 1 Minor Arterial 1250 40 5885 1698 1694 1.118 11 1 Minor Arterial 1250 40 5886 1699 1701 0.293 11 1 1 Minor Arterial 1700 40 5887 1701 1699 0.293 11 1 Minor Arterial 1700 40 5888 1720 2757 1.402 1 11 1 Minor Arterial 1250 1 40 5889 2757 1720 1.402 1 11 1 Minor Arterial 1250 40 Page 95 of 100 Appendix C - Page 96 of 117

Appendix C Limerick NGS Appedix Network LimrickNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelowh) (ph

- _______ Width (ft) Lanes Satattio FlowFFS mph 5890 1723 1734 1.168 11 1 Principal Arterial 1600 45 5891 1734 1723 1.168 11 1 Principal Arterial 1600 45 5892 1734 1958 1.526 11 1 Collector / Local Road 1250 40 5893 11958 1734 1.526 1 11 1 Collector / Local Road 1250 40 5894 1737 1738 0.999 11 1 Minor Arterial 1250 40 5895 1738 1737 0.999 11 1 Minor Arterial 1250 40 5896 1397 1789 13.107 12 2 Freeway 4100 65 5897 1807 1817 2.195 11 1 Major Arterial 1700 45 5898 1817 1807 12.195 11 1 Major Arterial 1700 45 5899 1982 1391 13.814 12 2 Freeway 4100 65 5900 2037 2049 0.681 11 1 Principal Arterial 1600 55 5901 2049 2037 0.681 11 1 Principal Arterial 1600 55 5902 2056 2077 5.143 11 1 Minor Arterial 1250 40 5903 2077 2056 5.143 11 1 Minor Arterial 1250 40 5904 2045 2074 ,1.268 11 1 Major Arterial 1700 45 5905 2074 2045 1.268 11 ~ 1 Major Arterial 1700 45 5906 2092 2345 1.373 11 1 Minor Arterial 1700 40 5907 2345 2092 1.373 11 1 Minor Arterial 1700 40 5908 2092 2099 2.211 11 1 Minor Arterial 1700 40 5909 2099 2092 2.211 1 11 1 Minor Arterial 1700 40 5910 1298 2749 1.31 10 1 Collector /Local Road 800 15 5911 2749 1298 1.31 10 1 Collector /Local Road 800 15 5912 2140 2167 1.308 12 1 Minor Arterial 1200 35 5913 2167 2140 1.308 12 1 Minor Arterial 1200 35 5914 2128 2175 1.611 11 1 Minor Arterial 1250 40 5915 2175 2128 1.611 11 1 Minor Arterial 1250 40 5916 2138 2164 0.939 12 1 Principal Arterial 1700 35 5917 2164 2138 0.939 12 1 Principal Arterial 1700 35 5918 2165 2188 4.132 11 1 Major Arterial 1250 45 5919 2188 2165 4.132 11 1 Major Arterial 1250 45 5920 2189 2215 1.095 11 1 Minor Arterial 1700 40 5921 2215 2189 1.095 11 1 Minor Arterial 1700 40 5922 2201 2210 0.55 11 1 Major Arterial 1700 45 5923 2210 2201 0.55 11 1 Major Arterial 1700 45 5924 2254 2257 0.967 11 1 Minor Arterial 1700 40 5925 2257 2254 0.967 11 1 Minor Arterial 1700 40 5926 541 2255 1.229 11 1 Minor Arterial 1700 40 5927 2255 541 1.229 11 1 Minor Arterial 1700 40 5928 2267 2306 0.862 10 1 Collector / Local Road 800 15 5929 2306 2267 0.862 10 1 Collector / Local Road 800 15 5930 2283 2284 1.325 11 1 Minor Arterial 1700 40 5931 2284 2283 1.325 11 1 Minor Arterial 1700 40 5932 1566 2309 0.44 10 1 Collector / Local Road 800 15 5933 2309 1566 0.44 10 1 Collector / Local Road 800 15 5934 2185 2204 1.185 11 1__ Minor Arterial 1700 40 5935 2204 2185 1.185 11 1 Minor Arterial 1700 40 5936 543 2265 0.91 11 1 Minor Arterial 1700 40 5937 2265 543 0.91 11 1 Minor Arterial 1700 -~40 5938 2257 2338 0.421 10 1 Collector / Local Road 800 15 5939 2338 2257 0.421 10 1 Collector / Local Road 800 15 5940 2157 2175 1.592 11 1 Major Arterial 1250 45 5941 2175 2157 1.592 11 1 Major rterial 1250 45 5942 1613 2165 3.246 11 1 Principal Arterial 1600 45 5943 2165 1613 3.246 11 1 Principal Arterial 1600 45 5944 2201 2353 0.685 10 1 Collector / Local Road 800 15 5945 2353 2201 0.685 10 1 Collector / Local Road 800 15 5946 2175 2219 2.585 11 1 Minor Arterial 1250 40 5947 2219 2175 2.585 11 1 Minor Arterial 1250 40 5948 1309 2136 3.336 12 2 Freeway 4100 55 15949 2214 2327 10.758 12 2 1 Freeway 1 4100 1 55 15950 12655 11389 11.927 1 11 2 1 Principal Arterial 3700 55 L59511 1388 1 2513 1 1.941 1111 2 1 Principal Arterial 3700 50 Page 96 of 100 Appendix C - Page 97 of 117

Appendix C Limerick NGS Roadway Network Data Table Length Lane Number of Roadway Type Satetion Flow(e Link # U-Node D-Node (mi) Width (ft) Lanes Srate Flhw FFS (mph) 5952 2669 2675 0.502 11 1 Principal Arterial 1600 40 5953 2675 2669 0.502 11 1 Principal Arterial 1600 40 5954 2399 2563 2.145 11 1 Principal Arterial 1600 45 5955 2563 2399 2.145 11 1 Principal Arterial 1600 45 5956 2435 2436 1.54 11 1 Principal Arterial 1600 55 5957 2436 2435 1.54 11 1 Principal Arterial 1600 55 5958 2444 2445 0.608 11 1 Major Arterial 1700 45 5959 2445 2444 0.608 11 1 Major Arterial 1700 45 5960 2459 2457 1.639 11 2 Major Arterial 3600 50 5961 2443 2492 0.448 10 1 Collector / Local Road 800 15 5962 2492 2443 0.448 10 1 Collector / Local Road 800 15 5963 2444 2551 0.291 11 1 Major Arterial 1700 45 5964 2551 2444 0.291 11 1 Major Arterial 1700 45 5965 2664 2764 1.632 10 1 Collector / Local Road 800 15 5966 2764 2664 1.632 10 1 Collector / Local Road 800 15 5967 2419 2495 1.571 11 1 Collector / Local Road 1700 40 5968 2495 2419 1.571 11 1 Collector / Local Road 1700 40 5969 1297 2451 1.385 11 1 Principal Arterial 1700 45 5970 2451 1297 1.385 11 1 Principal Arterial 1700 45 5971 2415 2416 1.149 11 1 Major Arterial 1250 45 5972 2416 2415 1.149 11 1 Major Arterial 1250 45 5973 1429 913 1.028 12 2 Freeway 4100 60 5974 2418 2551 1.098 11 1 Major Arterial 1250 45 5975 2551 2418 1.098 11 1 Major Arterial 1250 45 5976 2377 2378 0,894 12 1 Major Arterial 1700 35 5977 2378 2377 0.894 12 1 Major Arterial 1700 35 5978 1783 1787 1.086 12 1 Principal Arterial 1700 35 5979 1787 1783 1.086 12 1 Principal Arterial 1700 35 5980 2682 426 3.005 12 2 Freeway 4100 65 5981 2686 2689 1.305 12 2 Freeway 4100 65 5982 2357 1295 13.256 12 2 Freeway 4100 60 5983 1560 1990 13.576 12 2 Freeway 4100 60 5984 2209 2218 0.949 11 1 Minor Arterial 1700 40 5985 2218 2209 0.949 11 1 Minor Arterial 1700 40 5986 2227 2354 2.009 12 2 Freeway 4100 55 5987 2441 2661 1.02 11 1 Principal Arterial 1700 45 5988 2661 2441 1.02 11 1 Principal Arterial 1700 45 5989 1311 1317 1.121 11 1 Major Arterial 1700 45 5990 1317 1311 1.121 11 1 Major Arterial 1700 45 5991 1976 2767 0.316 11 2 Major Arterial 3200 45 5992 2767 1976 0.316 11 2 Major Arterial 3200 45 5993 1805 2767 0.607 11 2 Major Arterial 3200 45 5994 2767 1805 0.607 11 2 Major Arterial 3200 45 5995 1971 2768 1.6 11 2 Major Arterial 3600 50 5996 2768 1971 1.6 11 2 Major Arterial 3600 50 5997 1805 2768 0.581 11 2 Major Arterial 3600 50 5998 2768 1805 0.581 11 2 Major Arterial 3600 50 5999 2767 2768 1.669 12 1 Minor Arterial 1800 30 6000 2768 2767 1.669 12 1 Minor Arterial 1800 30 6001 1777 1910 0.81 11 1 Minor Arterial 1250 40 6002 1910 1777 0.81 11 1 Minor Arterial 1250 40 6003 1768 1780 2.802 12 1 Principal Arterial 1600 35 6004 1780 1768 2.802 12 1 Principal Arterial 1600 35 6005 1798 1802 0.699 11 1 Collector / Local Road 1700 40 6006 1802 1798 0.699 11 1 Collector/ Local Road 1700 40 6007 1672 2752 2.439 10 1 Collector / Local Road 800 15 6008 2752 1672 2.439 10 1 Collector / Local Road 800 15 6009 1665 1670 2.833 11 1 Minor Arterial 1700 40 6010 1670 1665 2.833 11 1 Minor Arterial 1700 40 6011 1663 1668 0.855 10 1 Collector / Local Road 800 15 6012 1668 1663 0.855 10 1 Collector / Local Road 800 15 6013 1673 1682 0.921 11 1 Minor Arterial 1700 40 Page 97 of 100 Appendix C - Page 98 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Ln#-oUoe (ml) Width (ft) Lanes Rate (vehlhr) 6014 1682 1673 0.921 11 1 Minor Arterial 1700 40 6015 2431 2769 0.101 11 1 Major Arterial 1250 40 6016 2769 2431 0.101 11 1 Major Arterial 1250 40 6017 2589 2769 0.362 11 1 Major Arterial 1250 40 6018 2769 2589 0.362 11 1 Major Arterial 1250 40 6019 2509 2769 3.339 11 1 Collector / Local Road 800 45 6020 2769 2509 3.339 11 1 Collector / Local Road 800 45 6021 1705 2606 4.809 11 1 Major Arterial 1250 45 6022 2606 1705 4.809 11 1 Major Arterial 1250 45 6023 2508 2513 0.727 10 1 Collector / Local Road 800 15 6024 2513 2508 0.727 10 1 Collector / Local Road 800 15 6025 2413 2589 2.876 11 1 Major Arterial 1250 45 6026 2589 2413 2.876 11 1 Major Arterial 1250 45 6027 608 639 2.844 11 1 Major Arterial 1250 45 6028 639 608 2.844 11 1 Major Arterial 1250 45 6029 632 2743 2.024 10 1 Collector / Local Road 800 15 6030 2743 632 2.024 10 1 Collector / Local Road 800 15 6031 619 643 6.076 11 1 Minor Arterial 1700 40 6032 643 619 6.076 11 1 Minor Arterial 1700 40 6033 637 659 3.048 10 1 Collector / Local Road 800 15 6034 659 637 3.048 10 1 Collector / Local Road 800 15 6035 657 690 1.213 11 1 Collector / Local Road 1250 40 6036 690 657 1.213 11 1 Collector / Local Road 1250 40 6037 1701 2742 1.374 10 1 Collector / Local Road 800 15 6038 2742 1701 1.374 10 1 Collector / Local Road 800 15 6039 658 690 1.458 11 1 Minor Arterial 1250 40 6040 690 658 1.458 11 1 Minor Arterial 1250 40 6041 675 705 1.343 11 1 Principal Arterial 1700 45 6042 705 675 1.343 11 1 Principal Arterial 1700 45 6043 1540 1686 0.783 11 1 Minor Arterial 1250 40 6044 1686 1540 0.783 11 1 Minor Arterial 1250 40 6045 1712 1719 1.16 11 1 Principal Arterial 1600 40 6046 1719 1712 1.16 11 1 Principal Arterial 1600 40 6047 1700 1953 0.91 10 1 Collector / Local Road 800 15 6048 1953 1700 0.91 10 1 Collector / Local Road 800 15 6049 2195 2251 3.715 11 1 Minor Arterial 1250 40 6050 2251 2195 3.715 11 1 Minor Arterial 1250 40 6051 2258 2272 1.671 11 1 Collector / Local Road 1700 40 6052 2272 2258 1.671 11 1 Collector / Local Road 1700 40 6053 2264 2269 2.534 11 1 Minor Arterial 1700 40 6054 2269 2264 2.534 11 1 Minor Arterial 1700 40 6055 2455 2456 2.031 11 1 Major Arterial 1700 45 6056 2456 2455 2.031 11 1 Major Arterial 1700 45 6057 2393 2449 2.803 11 1 Minor Arterial 1700 40 6058 2449 2393 2.803 11 1 Minor Arterial 1700 40 6059 1455 2611 2.447 10 1 Collector / Local Road 800 15 6060 2611 1455 2.447 10 1 Collector / Local Road 800 15 6061 2658 2659 0.506 10 1 Collector / Local Road 800 15 6062 2659 2658 0.506 10 1 Collector / Local Road 800 15 6063 683 695 1.018 11 1 Collector / Local Road 1700 40 6064 695 683 1.018 11 1 Collector / Local Road 1700 40 6065 720 744 2.278 11 1 Collector / Local Road 1250 40 6066 744 720 2.278 11 1 Collector / Local Road 1250 40 6067 728 735 2.702 10 1 Collector / Local Road 800 15 6068 735 728 2.702 10 1 Collector / Local Road 800 15 6069 711 737 5.219 11 1 Collector / Local Road 1700 40 6070 737 711 5.219 11 1 Collector / Local Road 1700 40 6071 910 929 0.734 11 1 Major Arterial 1700 40 6072 929 910 0.734 11 1 Major Arterial 1700 40 6073 983 955 0.898 11 2 Principal Arterial 3300 45 6074 873 1454 3.727 10 1 Collector / Local Road 800 15 6075 1454 873 3.727 10 1 Collector / Local Road 800 15 Page 98 of 100 Appendix C - Page 99 of 117

Appendix C Limerick NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

(mi) Width (ft) Lanes Rate (veh/hr) 6076 684 2770 1.182 10 1 Collector / Local Road 1200 30 6077 2770 684 1.182 10 1 Collector / Local Road 1200 30 6078 571 587 1.191 10 1 Collector / Local Road 800 15 6079 587 571 1.191 10 1 Collector / Local Road 800 15 6080 627 628 0.139 11 1 Major Arterial 1700 45 6081 628 627 0.139 11 1 Major Arterial 1700 45 6082 670 677 1.217 12 1 Major Arterial 1700 35 6083 677 670 1.217 12 1 Major Arterial 1700 35 6084 642 660 1.263 11 1 Major Arterial 1700 40 6085 660 642 1.263 11 1 Major Arterial 1700 40 6086 653 661 1.136 10 1 Collector / Local Road 800 15 6087 661 653 1.136 10 1 Collector / Local Road 800 15 6088 726 740 1.481 11 1 Minor Arterial 1700 45 6089 740 726 1.481 11 1 Minor Arterial 1700 45 6090 741 742 2.468 10 1 Collector / Local Road 800 15 6091 742 741 2.468 10 1 Collector / Local Road 800 15 6092 2248 2251 3.16 10 1 Collector / Local Road 800 15 6093 2251 2248 3.16 10 1 Collector / Local Road 800 15 6094 2224 2336 3.777 11 1 Minor Arterial 1700 40 6095 2336 2224 3.777 11 1 Minor Arterial 1700 40 6096 633 656 1.48 11 1 Collector / Local Road 1700 40 6097 656 633 1.48 11 1 Collector / Local Road 1700 40 6098 652 659 1.09 11 1 Minor Arterial 1700 40 6099 659 652 1.09 11 1 Minor Arterial 1700 40 6100 676 687 0.78 11 1 Collector / Local Road 1700 40 6101 687 676 0.78 11 1 Collector / Local Road 1700 40 6102 589 600 1.696 11 1 Maior Arterial 1700 45 6103 600 589 1.696 11 1 Major Arterial 1700 45 6104 2233 2247 1.32 10 1 Collector / Local Road 800 15 6105 2247 2233 1.32 10 1 Collector / Local Road 800 15 6106 2177 2191 3.174 11 1 Minor Arterial 1250 45 6107 2191 2177 3.174 11 1 Minor Arterial 1250 45 6108 2182 2329 1.112 10 1 Collector I Local Road 800 15 6109 2329 2182 1.112 10 1 Collector / Local Road 800 15 6110 2167 2319 1.055 10 1 Collector / Local Road 800 15 6111 2319 2167 1.055 10 1 Collector / Local Road 800 15 6112 2144 2194 1.887 11 1 Major Arterial 1700 45 6113 2194 2144 1.887 11 1 Major Arterial 1700 45 6114 2195 2221 2.152 11 1 Major Arterial 1250 45 6115 2221 2195 2.152 11 1 Major Arterial 1250 45 6116 2036 2105 3.098 11 1 Minor Arterial 1250 40 6117 2105 2036 3.098 11 1 Minor Arterial 1250 40 6118 2095 2097 0.22 11 1 Major Arterial 1700 45 6119 2097 2095 0.22 11 1 Major Arterial 1700 45 6120 2035 2105 3.163 11 1 Minor Arterial 1250 40 6121 2105 2035 3.163 11 1 Minor Arterial 1250 40 6122 2155 2191 2.144 11 1 Minor Arterial 1250 40 6123 2191 2155 2.144 11 1 Minor Arterial 1250 40 6124 2173 2328 1.499 10 1 Collector / Local Road 800 15 6125 2328 2173 1.499 10 1 Collector / Local Road 800 15 6126 2220 2304 0.738 11 1 Major Arterial 1700 45 6127 2304 2220 0.738 11 1 Major Arterial 1700 45 6128 2223 2235 3.316 10 1 Collector / Local Road 800 15 6129 2235 2223 3.316 10 1 Collector / Local Road 800 15 6130 2534 2629 4.807 11 1 Minor Arterial 1250 40 6131 2629 2534 4.807 11 1 Minor Arterial 1250 40 6132 2269 2270 0.81 10 1 Collector/ Local Road 800 31 6133 2270 2269 0.81 10 1 Collector / Local Road 800 31 6134 604 606 0.576 11 1 Collector / Local Road 1700 40 6135 606 604 0.576 11 1 Collector / Local Road 1700 40 6136 1952 1977 0.658 11 1 Minor Arterial 1700 40 6137 1977 1952 0.658 11 1 Minor Arterial 1700 40 Page 99 of 100 Appendix C - Page 100 of 117

Appendix C Limerick INGS Roadway Network Data Table Link #

L U-Node D-Node Length (mi) Lanes of Lane(ft) Number Width Roadway Type Satetion Flow (m Rate (veh/hr)_FFS_(mph) 6138 2208 2211 1.283 10 1 Collector / Local Road 800 15 6139 2211 2208 1.283 10 1 Collector / Local Road 800 15 6140 2241 2261 3.087 11 1 Minor Arterial 1250 40 6141 2261 2241 3.087 11 1 Minor Arterial 1250 40 6142 2207 2213 0.909 10 1 Collector / Local Road 800 15 6143 2213 2207 0.909 10 1 Collector / Local Road 800 15 6144 542 2225 3.497 11 1 Minor Arterial 1250 40 6145 2225 542 3.497 11 1 Minor Arterial 1250 40 Page 100 of 100 Appendix C - Page 101 of 117

Appendix C Limerick NGS Node Data Table Note: Coordinatesin NAD83 State Plane PennsylvaniaSouth Node # X-Coord Y-Coord Control Type 197 2639432.8 342708.8 Diverge - Uncontrolled 199 2640378.5 341790.77 Signalized - Flashing 200 2641289.5 341136.02 Signalized - Flashing 224 2633458.3 329226.4 Signalized - Flashing 225 2635167.9 328405.3 Two-way stop 235 2639790 325301.7 Signalized - Flashing 255 2635519.5 317471.2 Signalized - Flashing 361 2657365.5 295805 Diverge - Uncontrolled 367 2661885.7 294176.09 Diverge - Uncontrolled 371 2660077.9 293650.4 Diverge - Uncontrolled 372 2661300.1 293976.2 Two-way yield 396 2653578.6 288339.63 Two-way yield 398 2655067.1 288184.27 Two-way yield 399 2655143 288383.18 Signalized - Flashing 400 2653809.3 288201.85 Diverge - Uncontrolled 404 2654296.3 287839.78 Two-way yield 405 2654065.6 288009.6 Diverge - Uncontrolled 408 2654911.5 287420.04 Signalized - Flashing 409 2657631.3 286779.87 Signalized - Flashing 421 2650884.9 277472.85 Two-way yield 422 2651061.3 277456.05 Diverge - Uncontrolled 424 2650980.4 277337.41 Signalized - Flashing 433 2649307.3 276646.33 Signalized - Flashing 434 2649849.6 276774.22 Diverge - Uncontrolled 437 2646950.1 276016.6 Signalized - Flashing 439 2646237.7 275485.12 Two-way yield 440 2647631 275482.63 Diverge - Uncontrolled 442 2646742 273868.51 Two-way yield 493 2660745.4 293993.7 Diverge - Uncontrolled 494 2659820.8 294547.33 Two-way yield 495 2659018 293413.5 Two-way yield 496 2659704.2 294813.6 Diverge - Uncontrolled 497 2659853.9 293578.72 Two-way yield 498 2659657.1 293387.11 Diverge - Uncontrolled 499 2659536.4 293504.1 Two-way yield 500 2658423.2 292535.88 Diverge - Uncontrolled 501 2657457.7 292400.2 Two-way yield 503 2657616.9 292400.8 Diverge - Uncontrolled 504 2658687.9 292324.84 Two-way yield 505 2656836 292313.6 Diverge - Uncontrolled 506 2657326.2 292920.58 Two-way yield 507 2656644.1 292286 Two-way yield Page 1 of 16 Appendix C - Page 102 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 508 2655139.7 292307.33 Diverge - Uncontrolled 512 2654959.2 288354.7 Diverge - Uncontrolled 513 2654866.7 288567.1 Diverge - Uncontrolled 514 2654379.3 288284 Diverge - Uncontrolled 515 2654059.2 288272.34 Two-way yield 516 2652928.2 287275.85 Two-way yield 517 2653426.6 287612.5 Two-way yield 518 2652723.1 286824.07 Diverge - Uncontrolled 520 2648236.3 277030.07 Two-way yield 521 2648073.6 277495.98 Two-way yield 523 2649299.7 276533.77 Diverge - Uncontrolled 524 2648134.6 275344.06 Diverge - Uncontrolled 525 2649171.4 276044.13 Two-way yield 527 2648590.7 276098.63 Two-way yield 528 2648240 276350.86 Diverge - Uncontrolled 529 2647435.7 276119.6 Diverge - Uncontrolled 530 2647312.9 275210.46 Two-way yield 531 2645945.3 275432.68 Signalized - Flashing 532 2647611.4 274490.08 Diverge - Uncontrolled 533 2647275.2 274362.31 Two-way yield 541 2562518.3 341079.91 Two-way stop 542 2586942.1 340726.88 Signalized - Actuated 543 2562034.5 340442.44 All-way stop 544 2609894.5 339465 Signalized - Flashing 545 2569442.7 339413.32 Signalized - Actuated 548 2575940.5 339151.5 Signalized - Actuated 549 2576253 339135.05 Diverge - Uncontrolled 554 2588371.5 338958.2 Two-way stop 555 2564826.8 338963.83 Signalized - Actuated 559 2608762.6 338750.5 Two-way stop 561 2575934.3 338611.9 Signalized - Actuated 563 2574421.3 338469.28 Two-way yield 564 2575580.9 338392.89 Signalized - Flashing 565 2584453.2 338196.7 Two-way stop 566 2575155 338049.8 Signalized - Flashing 567 2576466.6 337859.9 Diverge - Uncontrolled 569 2576717.5 337574.86 Two-way yield 571 2586244.7 336922.73 Signalized - Flashing 575 2563964.6 335683.92 Two-way yield 576 2563259.2 335533.2 Diverge - Uncontrolled 577 2563377.5 335492.48 Two-way yield 578 2564153.7 335461.31 Diverge - Uncontrolled 579 2564403.1 335598.55 Diverge - Uncontrolled 580 2563919.4 335444.57 Signalized - Actuated Page 2 of 16 Appendix C - Page 103 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 581 2563497.5 335459.1 Two-way stop 582 2563348 335408.24 Two-way yield 583 2563406.1 335205.1 Diverge - Uncontrolled 584 2589760.6 335181.23 Signalized - Flashing 585 2589030.1 335432.7 Signalized - Flashing 589 2622996.9 334811.43 Signalized - Flashing 590 2562836.6 334740.97 Two-way yield 591 2562884.1 334715.4 Diverge - Uncontrolled 592 2563357.5 334858.13 Two-way yield 594 2609668.4 333153.62 Two-way stop 595 2609736.5 333200.3 Two-way stop 596 2609753.7 333069.7 Two-way stop 597 2562249.7 332833.78 Diverge - Uncontrolled 599 2599514.7 332760.84 Signalized - Flashing 603 2562697.2 332502.7 Two-way stop 604 2562628.7 332422.91 Two-way yield 609 2584392.5 330079.42 Two-way yield 610 2583686.4 331096.44 Two-way yield 611 2584511.6 330050 Two-way yield 613 2584449.8 329950.25 Signalized - Actuated 614 2584518.6 329881.44 Diverge - Uncontrolled 615 2584124 329570.3 Diverge - Uncontrolled 616 2583738 330780.96 Diverge - Uncontrolled 617 2584212.6 329551.04 Two-way stop 618 2584148.6 329411.6 Two-way yield 619 2596888 329165.61 Signalized - Flashing 620 2584074.5 329132.43 Signalized - Actuated 622 2563142.8 329012.28 Two-way stop 623 2584833 328797.79 Diverge - Uncontrolled 624 2584946.4 328413.9 Two-way yield 625 2609898.4 327522.57 Signalized - Flashing 631 2614955.1 326879.4 Two-way stop 632 2563070.1 326438.39 All-way stop 636 2629175.9 323990.9 All-way stop 639 2573494.8 323125.27 Signalized - Actuated 642 2605057.4 322703.42 Signalized - Flashing 643 2590358.9 322216.78 Two-way yield 644 2590008.5 322165.59 Two-way yield 645 2589269.3 322368.33 Two-way yield 646 2590179.1 322022.54 Signalized - Flashing 647 2590392.4 321834.5 Diverge - Uncontrolled 648 2589773.6 321749.56 Diverge - Uncontrolled 649 2589135.9 322336.21 Diverge - Uncontrolled 650 2589868.1 321668.45 Signalized - Actuated Page 3 of 16 Appendix C - Page 104 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 651 2589957.3 321579.21 Two-way yield 652 2589758.9 321541.41 Two-way yield 654 2590685.7 321114.35 Two-way yield 655 2590801.2 321102.54 Diverge - Uncontrolled 659 2588065.6 320236.79 Signalized - Flashing 663 2610858.6 318677.9 Signalized - Flashing 666 2611303.6 318501.64 Signalized - Actuated 671 2612187.4 318257.57 Signalized - Flashing 676 2585293.3 317339.29 Two-way stop 677 2618725.2 317197.7 Two-way stop 679 2578132.9 316875.3 Two-way stop 682 2582987.5 316737.81 Two-way stop 683 2583553.5 316563.29 Signalized - Flashing 684 2613913.9 316590.1 Two-way stop 685 2573128.5 316256.4 Two-way stop 687 2586239.3 315827.1 Two-way stop 688 2622055 315587.3 Two-way stop 690 2566768.9 315496.4 Two-way stop 694 2566035.3 315077.8 Two-way stop 699 2580651.1 314133.62 Signalized -Actuated 700 2564041.4 313877.06 Two-way stop 701 2562625.5 314041.34 Two-way stop 703 2597728.9 312267.43 Signalized - Actuated 708 2619531.8 312027.85 Two-way stop 709 2567848.8 311652.8 Two-way stop 711 2604389.1 311362.87 Signalized - Actuated 713 2569223.7 310753.5 Two-way stop 714 2630877 310671.56 Signalized - Flashing 715 2601373.5 310490.81 Diverge - Uncontrolled 716 2603225.5 310210.44 Two-way yield 717 2602771.1 310124.5 Two-way yield 718 2601677.9 310439.54 Two-way yield 719 2603045.7 309962.38 Signalized - Actuated 720 2570471.5 309909.3 Two-way stop 721 2570803.7 309819 Two-way stop 722 2603243.8 309794.1 Diverge - Uncontrolled 724 2622932.7 309696.71 Signalized - Flashing 725 2593324.7 309628.84 Two-way stop 727 2602238.8 309367.95 Diverge - Uncontrolled 729 2602616.2 309380.25 Diverge - Uncontrolled 730 2602275.7 309376.15 Two-way yield 731 2604053 309206.2 Diverge - Uncontrolled 732 2602489.6 309200.05 Signalized - Flashing 733 2602355.7 309029.59 Two-way yield Page 4 of 16 Appendix C - Page 105 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 735 2619930.7 307498.56 Two-way stop 736 2576182.6 307542.4 Two-way yield 737 2617532.5 305549.07 Signalized - Actuated 738 2563879.5 305380.4 All-way stop 740 2626714.5 305123.7 Signalized - Flashing 742 2623286 303745.91 Two-way stop 743 2628274.4 303491.26 Signalized - Flashing 744 2567708.5 303295.85 Two-way stop 746 2583882.5 302943.85 Two-way stop 747 2583800.4 302880.28 Two-way stop 748 2583907.1 302773.65 Two-way stop 749 2617379.7 301770.65 Two-way stop 750 2596770.2 301507.64 Two-way stop 752 2604398.7 301103.5 Two-way stop 759 2618240.2 300239.53 Two-way stop 760 2612572.4 300176.5 Signalized - Actuated 761 2612046.2 301387.16 Two-way yield 763 2631571 300090.6 Signalized - Flashing 764 2611707.6 300030.93 Signalized - Actuated 765 2612094.6 300139.59 Two-way yield 766 2613636 299947.6 Two-way stop 769 2611788.8 299782.6 Diverge - Uncontrolled 770 2594090.7 299724.16 Signalized - Actuated 772 2612262.7 299844.3 Diverge - Uncontrolled 773 2592385.8 299438.86 Signalized - Actuated 774 2572026.8 299354.2 Two-way stop 776 2625128.3 299256.61 Signalized - Actuated 778 2612046.9 298981.48 Diverge - Uncontrolled 779 2587808.6 298730.09 Signalized - Flashing 782 2611495.8 298228.51 Two-way yield 783 2616729.6 298111.08 Signalized - Flashing 785 2589779 297870.61 Two-way yield 786 2590065.1 297761.4 Diverge - Uncontrolled 787 2590146.8 297741.4 Diverge - Uncontrolled 788 2589988.2 297727.02 Signalized - Actuated 789 2584091.5 297776.04 Signalized - Flashing 791 2590054.6 297678.16 Diverge - Uncontrolled 795 2615817.6 296904.61 Two-way stop 798 2593097.2 296332.5 Diverge - Uncontrolled 799 2593031.7 296301.86 Two-way yield 800 2593122 296264.23 Signalized - Actuated 801 2563045.7 296238.29 Two-way stop 802 2577609.9 296159.92 Signalized - Flashing 804 2594075.6 295800.1 Diverge - Uncontrolled Page 5 of 16 Appendix C - Page 106 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 805 2594143.4 295773.93 Signalized - Actuated 806 2594094.8 295705.68 Two-way yield 808 2587006.2 295456.05 Diverge - Uncontrolled 809 2587120.6 295371.01 Signalized - Actuated 810 2587038.7 295277.56 Two-way yield 811 2586601.9 294755.5 Two-way stop 817 2601252.5 293773.65 Signalized - Actuated 818 2604715.2 293560.66 All-way stop 830 2591529.9 292186.39 Signalized - Actuated 832 2584482.7 292122.7 Two-way stop 833 2602884.6 291892.69 Signalized - Actuated 836 2594420.1 290819.37 Signalized - Flashing 839 2594360.7 290339.02 Signalized - Flashing 843 2620213.8 289361.33 Diverge - Uncontrolled 845 2620261.8 289367.9 Two-way yield 846 2568573.4 288756.74 Two-way stop 847 2621568.8 288731.8 Diverge - Uncontrolled 848 2621258.9 288623.1 Diverge - Uncontrolled 849 2621260.5 288585.36 Two-way yield 850 2620546.9 288523.02 Diverge - Uncontrolled 851 2620793 288441 Two-way yield 852 2620801.4 288395.52 Diverge - Uncontrolled 857 2620670.1 288208.64 Two-way yield 858 2608584.7 287570.7 Signalized - Flashing 860 2620734.5 287321.5 Two-way yield 862 2620837 287067.22 Diverge - Uncontrolled 867 2621080.5 286044.09 Signalized - Flashing 868 2620841.8 285943.03 Diverge - Uncontrolled 869 2599144.6 281359.45 Two-way stop 871 2621470.7 284730.75 Two-way yield 872 2622105 284459.68 Diverge - Uncontrolled 873 2576034.8 283928.16 Two-way stop 875 2624455.6 283898.32 Two-way yield 877 2625814.3 283115.02 Two-way yield 878 2624856.8 283156.1 Two-way yield 879 2625384.2 283321.17 Diverge - Uncontrolled 880 2625482.5 282986.8 Two-way yield 881 2625827.2 283057.2 Two-way yield 882 2610301 282944.62 All-way stop 884 2625256.2 282898.07 Two-way yield 889 2625724.4 282730.8 Diverge - Uncontrolled 895 2627326.7 282222.51 Diverge - Uncontrolled 896 2626822.2 282509.05 Two-way yield 897 2627117.5 282246.8 Two-way yield Page 6 of 16 Appendix C - Page 107 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 898 2626630.6 282548.26 Diverge - Uncontrolled 899 2627155.3 281985.69 Diverge - Uncontrolled 900 2623355.2 281801.14 Two-way yield 901 2627792.6 281847.43 Diverge - Uncontrolled 902 2627280.7 281886.8 Two-way yield 905 2599008.7 281336.38 Two-way stop 907 2599083 281169.77 Two-way stop 908 2622887.2 279831 Two-way yield 909 2623498.8 281427.92 Diverge - Uncontrolled 911 2624399.8 280749.8 Diverge - Uncontrolled 912 2584900.2 280098.84 Two-way stop 913 2622884 279722.06 Diverge - Uncontrolled 915 2603992.9 279618.62 Two-way stop 917 2599190.7 278931.99 Two-way stop 918 2587137.1 278814.53 Signalized - Flashing 922 2587436.5 278677.14 Signalized - Flashing 923 2587947.4 277801.31 Signalized - Flashing 978 2590436.5 270044.22 Diverge - Uncontrolled 982 2593874.5 269904.37 Diverge - Uncontrolled 987 2589773.5 269753.4 Diverge - Uncontrolled 988 2589264.6 269752.76 Diverge - Uncontrolled 989 2590315.8 269697.74 Two-way yield 992 2587695.8 269550.26 Two-way yield 993 2590048.9 269475.92 Diverge - Uncontrolled 994 2591775.8 269433.36 Two-way yield 1000 2588737.7 269170.67 Diverge - Uncontrolled 1001 2591040.6 269200.36 Two-way yield 1002 2589909.6 269402.22 Diverge - Uncontrolled 1006 2592329.4 269001.7 Diverge - Uncontrolled 1007 2593235.7 269596.7 Two-way yield 1008 2591404.1 269359.67 Diverge - Uncontrolled 1011 2588812.2 269452.5 Two-way yield 1031 2591812 266974.31 Two-way yield 1032 2591720.3 266723.2 Signalized - Flashing 1033 2592026.1 266705.4 Diverge - Uncontrolled 1202 2649008.7 275883.49 Diverge - Uncontrolled 1295 2638552.7 344695.5 Diverge - Uncontrolled 1296 2560308.8 377120.3 Two-way yield 1297 2560143.3 377440.18 Diverge - Uncontrolled 1299 2560979.1 376496.48 Two-way yield 1300 2561042.7 376612.06 Two-way yield 1301 2560716 376302.8 Diverge - Uncontrolled 1302 2560961.8 376635.18 Diverge - Uncontrolled 1303 2560702.1 376029.32 Two-way yield Page 7 of 16 Appendix C - Page 108 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 1304 2560596.6 376064 Diverge - Uncontrolled 1305 2560511.4 376550.88 Diverge - Uncontrolled 1306 2560602.4 375860.29 Diverge - Uncontrolled 1307 2560664.6 375962.86 Diverge - Uncontrolled 1308 2560537.4 375750.48 Two-way yield 1309 2561121.1 375366.18 Two-way yield 1310 2560742.6 375851.62 Diverge - Uncontrolled 1311 2557394.8 371438.6 Signalized - Actuated 1317 2553028.4 367654 Two-way stop 1364 2639699.2 343498.9 Two-way yield 1414 2535605 341866.67 Diverge - Uncontrolled 1452 2657939.3 292781.6 Diverge - Uncontrolled 1455 2601513 317795.99 Signalized - Actuated 1456 2601414.2 307724.56 Signalized - Flashing 1457 2601511.9 307879.95 Diverge - Uncontrolled 1458 2601374.3 307878.9 Two-way yield 1487 2639229.6 343083.54 Two-way yield 1498 2603096.1 309635.53 Two-way yield 1503 2656717.6 290951.27 Two-way yield 1506 2656503.3 292733.46 Two-way yield 1507 2657788.8 293092.53 Diverge - Uncontrolled 1509 2648031.6 277136.38 Diverge - Uncontrolled 1510 2650192.4 276391.73 Diverge - Uncontrolled 1511 2649855.9 276240.54 Two-way yield 1512 2651557.8 276755.76 Diverge - Uncontrolled 1513 2651213.3 276628.62 Two-way yield 1516 2647703.6 275753.3 Two-way yield 1517 2648034.2 275617.02 Two-way yield 1521 2624410.2 285300.77 Two-way yield 1522 2625061.8 285544.9 Diverge - Uncontrolled 1523 2628605.9 282486.64 Diverge - Uncontrolled 1524 2628022.3 282155.85 Diverge - Uncontrolled 1525 2628519.4 282357.1 Two-way yield 1526 2628216.1 282298.1 Diverge - Uncontrolled 1532 2624027.5 284236.67 Diverge - Uncontrolled 1533 2623143.2 284885.19 Two-way yield 1540 2561773.9 327119.01 Two-way yield 1541 2558302 294347.4 Two-way yield 1542 2561943.9 327393.61 Two-way stop 1545 2561308.7 334237.44 Two-way yield 1551 2528527 345209.03 Signalized - Flashing 1552 2528461.4 345409.99 Signalized - Flashing 1554 2563402.8 335332.8 Diverge - Uncontrolled 1555 2563444 335472.3 Two-way stop Page 8 of 16 Appendix C - Page 109 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 1556 2539630.4 287583.95 Two-way stop 1558 2638612.4 343738.6 Diverge - Uncontrolled 1559 2639672.1 343544.05 Diverge - Uncontrolled 1560 2638805.2 344169.36 Two-way yield 1561 2607335.8 342631.56 Signalized - Flashing 1563 2551713.5 339389.3 Two-way yield 1564 2558848.4 336236.3 Two-way stop 1565 2559184.3 336674.2 Two-way stop 1566 2556585 337117.1 Two-way stop 1575 2554607.8 291312.75 Two-way stop 1591 2552237.4 336873.4 Diverge - Uncontrolled 1592 2552241.5 337142.38 Two-way yield 1593 2554178.7 336259.7 Diverge - Uncontrolled 1594 2554234.8 336665.36 Two-way stop 1595 2558807.5 334537.04 Two-way stop 1596 2558930.9 334861.33 Two-way stop 1597 2558167.2 334907.36 Diverge - Uncontrolled 1598 2560135.3 334391.42 Two-way yield 1599 2558219.6 334972.22 Two-way yield 1600 2560888.5 333962.94 Diverge - Uncontrolled 1601 2560522 334475.11 Diverge - Uncontrolled 1609 2549287.8 278221.2 Two-way stop 1612 2546334.1 296177.8 Two-way stop 1614 2540945.8 324604.73 Two-way stop 1616 2604005.6 289960.7 Two-way stop 1618 2551700.9 333401 Diverge - Uncontrolled 1619 2551811.1 334341.7 Two-way yield 1620 2551676.5 332950.2 Signalized -Actuated 1621 2552027.5 334764.31 Signalized - Flashing 1622 2552271.9 334785.34 Diverge - Uncontrolled 1625 2547965.7 275282.3 Signalized - Flashing 1626 2537393.9 279445.6 Two-way stop 1634 2554324.5 337758.94 Signalized - Actuated 1637 2552216.8 337320.8 Two-way yield 1638 2551631 337234.2 Two-way yield 1639 2551955.3 337124.14 Diverge - Uncontrolled 1640 2552482.5 336948.39 Two-way yield 1641 2552877.8 336830.1 Diverge - Uncontrolled 1642 2552978 336723.1 Two-way yield 1643 2552420.9 336879.94 Diverge - Uncontrolled 1644 2552063.4 336995.09 Two-way yield 1645 2552225.4 336692.47 Two-way yield 1646 2553914.7 336516.82 Two-way yield 1647 2555105.1 336255.29 Diverge - Uncontrolled Page 9 of 16 Appendix C - Page 110 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 1648 2552178.6 336337.64 Two-way yield 1649 2551703.6 337119.2 Diverge - Uncontrolled 1650 2553964.2 336179.07 Two-way yield 1651 2554134.5 336120.2 Diverge - Uncontrolled 1653 2550461.1 335938.5 Two-way stop 1655 2554919.3 334823.6 Two-way stop 1656 2553662.1 334841.1 Signalized - Flashing 1657 2549644.9 334782.4 Signalized - Flashing 1658 2558759.3 334396.86 Signalized - Actuated 1659 2560599 334257.52 Diverge - Uncontrolled 1660 2560414.9 334245.81 Diverge - Uncontrolled 1662 2560886.9 333775.48 Two-way stop 1663 2549953.7 333405 Two-way stop 1664 2549844.3 333544.5 Two-way stop 1665 2553312.7 332854 Signalized - Actuated 1666 2538491.4 332850.81 Two-way stop 1667 2540962 332200.33 Two-way stop 1669 2539381.8 331050.41 Two-way stop 1672 2552773.5 329515.7 Two-way stop 1673 2552585.7 328972.16 Two-way stop 1674 2559831.8 328655.1 Two-way stop 1676 2541361.4 327782.67 Two-way stop 1677 2552161.2 327113 Two-way stop 1678 2552454.1 327574.36 Diverge - Uncontrolled 1679 2552137.6 327634.43 Diverge - Uncontrolled 1680 2552083.1 327026.93 Two-way yield 1681 2552165.1 326791.1 Diverge - Uncontrolled 1682 2550823.1 326400 Two-way stop 1683 2552132 325986.4 Diverge - Uncontrolled 1684 2550703.6 325905.2 Two-way stop 1685 2550896.3 325665.8 Two-way stop 1688 2549712.8 323717.4 Two-way stop 1690 2551588.6 320393.89 Two-way stop 1692 2549586 320714.62 Two-way stop 1693 2555863.9 319154.29 Two-way stop 1694 2555957.8 319011.8 Two-way stop 1695 2551236.6 319087.52 Two-way stop 1696 2531932.6 318808.3 Two-way stop 1697 2532172.3 318839.4 Two-way stop 1700 2547241 316783.4 Two-way stop 1701 2558629.9 315606.4 All-way stop 1702 2526512.8 316775.7 Two-way stop 1703 2560055.9 314656.8 Two-way stop 1705 2517531.7 315980.4 Two-way stop Page 10 of 16 Appendix C-Page 111 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 1706 2558475.6 314232.7 Two-way yield 1709 2545074.1 314429.7 Two-way stop 1711 2543210.5 314630.4 Two-way stop 1712 2551757.7 313466.74 Signalized - Flashing 1713 2552078.5 315153.36 Signalized - Flashing 1716 2541268.6 312923.5 Two-way stop 1717 2543448.4 312824.9 Two-way stop 1718 2545648.5 312697.6 Two-way stop 1719 2547512.4 313072.9 Two-way stop 1721 2534047.6 312006.5 Two-way stop 1723 2550865.2 310524.6 Two-way stop 1725 2517932.8 309135.2 Two-way stop 1726 2526764.8 309085.7 Two-way yield 1728 2557532.5 308540.2 Two-way stop 1729 2520922.3 308455.1 Two-way stop 1732 2516197.9 307570 Two-way stop 1733 2537614.3 305817.4 Two-way stop 1734 2549755.8 304937.9 Two-way stop 1737 2537248.9 302267 Two-way stop 1738 2540228.1 301121.46 All-way stop 1739 2530779.2 301357.3 Two-way stop 1740 2519857.2 301074.6 Two-way stop 1741 2515362 302526.7 All-way stop 1742 2540924.7 300038.3 All-way stop 1743 2522352.6 299159.1 Two-way stop 1744 2558402.1 297529.25 Two-way stop 1745 2559015.3 297155.7 Two-way stop 1747 2544157.1 296932.2 Two-way stop 1748 2548705.7 295832.7 Two-way stop 1750 2537902.3 294305.9 Two-way stop 1751 2534649.3 294045.3 Two-way stop 1752 2543319.3 293334.33 Two-way stop 1753 2553299.8 292719.8 Two-way stop 1754 2536122 292410.1 Two-way stop 1755 2543381.9 292121.82 Two-way stop 1756 2543366.3 291707.22 Signalized - Flashing 1760 2548505.6 289232.7 Two-way stop 1761 2550941.1 288112.8 Two-way yield 1764 2541752 285234.2 Two-way stop 1765 2543365.3 284164.04 Two-way stop 1768 2544019.1 282296.12 Signalized - Actuated 1773 2557037.7 281315.9 Two-way stop 1782 2560489.3 278551.19 Signalized - Flashing 1783 2545655 277753.34 Signalized - Flashing Page 11 of 16 Appendix C - Page 112 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 1789 2550064.3 274836.1 Diverge - Uncontrolled 1790 2552023.2 274634.5 Diverge - Uncontrolled 1791 2552765.1 274154.19 Diverge - Uncontrolled 1792 2551264 274126.3 Diverge - Uncontrolled 1793 2552599.4 274157.47 Two-way yield 1794 2551088.4 273955.69 Two-way yield 1796 2550569 273426.61 Diverge - Uncontrolled 1797 2549851.2 273503.51 Two-way yield 1799 2551469.3 271875.81 Two-way yield 1800 2550841.3 272500.62 Diverge - Uncontrolled 1805 2554267.7 270466.38 Signalized - Flashing 1908 2538402.3 289365.5 Two-way stop 1912 2551176.8 334733.04 Two-way stop 1913 2551412.1 334736.31 Two-way yield 1914 2551844.9 334564.8 Diverge- Uncontrolled 1915 2551954.8 335171.09 Diverge - Uncontrolled 1916 2552017.5 335481.68 Two-way yield 1917 2552059.4 335040.33 Two-way yield 1918 2551549.4 334742.85 Two-way yield 1919 2551198.7 334502.1 Diverge - Uncontrolled 1920 2551637.7 334425.75 Diverge - Uncontrolled 1922 2542614 316963.2 Two-way stop 1923 2541444.1 321261 Two-way stop 1928 2550107.6 272484.6 Diverge - Uncontrolled 1929 2550383.1 272965.22 Diverge - Uncontrolled 1950 2544162.3 312779.7 Two-way stop 1951 2540244.3 301039.2 All-way stop 1952 2551979.5 323566.8 Two-way stop 1954 2546020.4 302769.4 Two-way stop 1955 2546160.5 302878.5 Two-way stop 1956 2545950.3 302902.8 Two-way stop 1982 2551162.6 274585.95 Two-way yield 2047 2573479.2 389185.93 Two-way stop 2056 2575383.9 388008.72 Two-way stop 2065 2575004.7 385939.4 Two-way stop 2077 2586674.2 380516.2 Signalized - Flashing 2092 2572107.8 378001.46 Two-way stop 2095 2602998.6 375257.7 Two-way stop 2097 2603555.6 374572.91 Two-way stop 2105 2607990 376104.9 All-way stop 2112 2609245.7 370714.9 Two-way stop 2128 2579576.4 369854.7 Signalized - Flashing 2135 2561552.8 369206.87 Signalized -Actuated 2136 2561816.2 370081.06 Diverge - Uncontrolled Page 12 of 16 Appendix C- Page 113 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 2138 2561765 369143.66 Signalized - Flashing 2139 2561863.6 370076.54 Two-way yield 2142 2611394.8 367888.5 Two-way stop 2143 2615020.5 366941.3 Two-way stop 2147 2561491.1 368175.79 Diverge - Uncontrolled 2148 2561441.5 368191.59 Two-way yield 2156 2614107.8 365372.2 Two-way stop 2164 2565140.1 366552.6 Signalized - Flashing 2165 2576317.5 366050.49 Two-way yield 2166 2576556.7 366205.3 Two-way yield 2167 2597087.6 365073.8 Two-way stop 2169 2566208 365104.41 Diverge - Uncontrolled 2170 2566054.5 365163.1 Two-way yield 2171 2566131.2 365020.6 Signalized - Actuated 2175 2585050.9 363734.5 Signalized - Flashing 2177 2619944.7 360912.4 Signalized - Flashing 2178 2558301.7 363013.69 Signalized - Flashing 2182 2630818.5 359238.1 Signalized - Flashing 2183 2561365.6 361596.8 Two-way stop 2185 2563368.1 361273.5 Two-way stop 2188 2572268.4 359359.12 Signalized - Flashing 2190 2590880.1 358367.8 Two-way stop 2191 2616520.5 357217.8 Two-way stop 2195 2591568.2 357532.2 Two-way stop 2199 2557842.9 357606.55 Signalized - Flashing 2202 2626238.2 354566.27 Signalized - Flashing 2204 2560862.1 356762.85 Two-way stop 2205 2556649.4 355801.88 Two-way yield 2206 2601406.7 354190.1 Two-way stop 2208 2558644 355373 Two-way stop 2209 2556281 355114.18 Two-way stop 2210 2568598.7 354527.9 Two-way stop 2214 2555973.2 354557.95 Two-way yield 2215 2556132.2 355439.25 Two-way stop 2218 2556933.6 353770.05 Signalized - Flashing 2219 2576793.6 352881.2 Signalized - Actuated 2220 2601756 351974.06 Two-way yield 2223 2604016.4 350070.2 Two-way stop 2224 2578094.8 351058.5 Two-way yield 2231 2622395.2 346794.2 Two-way stop 2232 2622417.1 346867.03 Two-way stop 2233 2634282 346212.67 Two-way stop 2234 2562117.6 348562.2 Two-way stop 2236 2562754.7 348074.8 Two-way yield Page 13 of 16 Appendix C - Page 114 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 2237 2561590.9 347831.7 Two-way yield 2238 2606205.1 346060 Signalized - Flashing 2239 2606177.1 345960.8 Signalized - Flashing 2242 2566368.8 346839.4 Two-way stop 2249 2560346.3 346194.6 Signalized - Flashing 2250 2554581.3 346450.3 Signalized - Actuated 2251 2590439.1 344669.4 Two-way stop 2254 2564731.1 344624.44 Signalized - Actuated 2255 2564672.8 344556.94 Signalized - Flashing 2256 2606702.7 343102.06 Signalized - Flashing 2257 2568662.6 344351.7 Two-way stop 2258 2557106.2 344528.4 Signalized - Flashing 2261 2589550 343058.2 Two-way stop 2262 2558180.3 343847 Signalized - Flashing 2264 2546704.7 343673.7 Two-way stop 2266 2548464.4 342690.9 Two-way stop 2267 2556569.9 342314.8 Two-way stop 2271 2549263.8 340997.3 Two-way stop 2273 2549355.1 340621.3 Signalized - Actuated 2274 2551620 340405.85 Two-way yield 2275 2551468.5 340448.1 Signalized - Flashing 2276 2551499.8 340299.4 Diverge - Uncontrolled 2277 2551518.8 340204.8 Diverge - Uncontrolled 2278 2553193.1 339902.3 Signalized - Flashing 2279 2554596.3 339694.63 Signalized - Flashing 2280 2555381.2 339593.5 Signalized - Actuated 2281 2553099 339534.71 Signalized - Actuated 2282 2554544 339323.26 Signalized - Flashing 2283 2555333.8 339216.04 Signalized - Actuated 2284 2560882.4 338940.57 Signalized - Actuated 2285 2546457 339484.7 Signalized - Actuated 2286 2544006 339283.78 Signalized - Flashing 2287 2554398.5 338307.34 Signalized - Actuated 2288 2542867.3 337262.58 Diverge - Uncontrolled 2290 2542599.3 337177.93 Two-way yield 2291 2559367.3 335985.32 Two-way stop 2292 2543863.2 336453.29 Two-way yield 2293 2544838.4 336263.67 Diverge - Uncontrolled 2294 2543917.3 336153.06 Two-way yield 2295 2543343.9 336451.04 Diverge - Uncontrolled 2296 2543593.5 335959.4 Diverge - Uncontrolled 2301 2559907.4 351562.5 Two-way stop 2309 2557400.3 337586.4 Two-way stop 2318 2597038.8 365021.5 Two-way stop Page 14 of 16 Appendix C - Page 115 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 2321 2551177.4 340145.54 Two-way yield 2322 2550316.7 340402.32 Diverge - Uncontrolled 2324 2558255.5 363035.36 Signalized - Flashing 2325 2556577.3 355804.8 Diverge - Uncontrolled 2326 2557798.5 357613.95 Signalized - Flashing 2336 2571779.4 342671.08 Two-way stop 2351 2592993.8 376565 Two-way stop 2354 2556010.8 354331.13 Diverge - Uncontrolled 2399 2568814.1 393039.4 Signalized - Flashing 2413 2537289.5 338910.6 Two-way yield 2418 2524801.3 366912.4 Signalized - Flashing 2441 2552338.5 372630.1 Two-way yield 2443 2558056.4 370813.2 Signalized - Actuated 2444 2531830.3 364922.6 Two-way stop 2448 2548219.5 365423.2 Two-way stop 2449 2560138.9 375184.19 Two-way stop 2453 2530014.3 358693.9 Signalized - Actuated 2457 2533080.7 342610.7 Two-way stop 2458 2533249.8 343366.22 Signalized - Flashing 2461 2536910.8 341525.3 Two-way yield 2504 2529172 349484.8 Two-way stop 2513 2525993.1 345666.7 Signalized - Flashing 2576 2534852.1 342033.28 Diverge - Uncontrolled 2612 2604033.3 332302 Two-way stop 2617 2626595.6 281815.97 Two-way yield 2618 2624718.2 281097.1 Diverge - Uncontrolled 2619 2623945 281229.5 Signalized - Flashing 2624 2624443.5 280269.8 Diverge - Uncontrolled 2655 2526006 345710.9 Signalized - Flashing 2678 2628880 281560.93 Diverge - Uncontrolled 2679 2627710.6 282594.91 Diverge - Uncontrolled 2680 2627767.4 282118.3 Two-way yield 2681 2625099.6 281176.4 Two-way yield 2682 2629590.4 281247.56 Two-way yield 2683 2626671.7 281754.29 Two-way yield 2684 2626862.4 281892.24 Two-way yield 2686 2631169.1 280899.59 Diverge - Uncontrolled 2687 2628012.3 282775.37 Two-way yield 2688 2628142.5 282506.59 Two-way yield 2689 2628086.7 281791.6 Two-way yield 2690 2659591.6 293208.44 Two-way yield 2695 2575429.7 338225.74 Diverge - Uncontrolled 2698 2648207.6 275901.34 Diverge - Uncontrolled 2699 2648971.4 276438.83 Two-way yield Page 15 of 16 Appendix C - Page 116 of 117

Appendix C Limerick NGS Node Data Table Node # X-Coord Y-Coord Control Type 2700 2646753.5 275374.51 Diverge - Uncontrolled 2701 2647828.8 276430.5 Diverge - Uncontrolled 2702 2650729.4 277135.13 Diverge - Uncontrolled 2703 2626726.2 282320.2 Diverge - Uncontrolled 2704 2625028.2 280365.21 Two-way yield 2712 2650768.3 277096.17 Two-way yield 2715 2658212.6 292336.06 Diverge - Uncontrolled 2716 2657225.4 291901.8 Two-way yield 2766 2552138.4 337632.5 Diverge - Uncontrolled 2769 2521670.3 342402.46 Two-way yield Note: Coordinatesin NAD83 State Plane Pennsylvania South Nodes which reflect changes in roadway properties (numberof lanes, speed limit, capacity,etc.) at points along the link are omitted from this list.

Page 16 of 16 Appendix C - Page 117 of 117

ARCADIS Appendix D Maps of Average Speed by Hour for Road Network

Evacuation Hour 1 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

-> 60 VISUM 11.52 PTV AG ILimenckSpeed.ver Ierstellt am: 24.07.2012 Appendix D - Page 1 of 16

-p f I ~ I Evacuation Hour 2 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

->60 VISUM 11.52 PTV AG ILimerick Speed.ver lerstellt am: 24.07.2012 Appendix D - Page 2 of 16

Evacuation Hour 3 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

->60 VISUM 11.52 PTV AG ILimerick Speed.ver lerstellt am: 24.07.2012 Appendix D - Page 3 of 16

Evacuation Hour 4 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

- <= 60

-> 60 VISUM 11.52 PTV AG ILimerick Speed.ver Ierstellt am: 24.07.2012 Appendix D - Page 4 of 16

Evacuation Hour 5 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

-> 60 VISUM 11.52 PTV AG ILimerickSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 5 of 16

Evacuation Hour 6 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

-> 60 VISUM 11.52 PTV AG ILimerickSpeed.ver Ierstellt am: 24.07.2012 Appendix D - Page 6 of 16

Evacuation Hour 7 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

-<= 60

->60 VISUM 11.52 PTV AG ILimerickSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 7 of 16

Evacuation Hour 8 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

-> 60 VISUM 11.52 PTV AG ILimerickSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 8 of 16

Evacuation Hour 9 Avg Speed (mph)

Links

<= 0

-<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG ILimerickSpeed.ver Ierstellt am: 24.07.2012 Appendix D - Page 9 of 16

Evacuation Hour 10 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG ILimerick Speed.ver erstellt am: 24.07.2012 Appendix D - Page 10 of 16

Evacuation Hour 11 Avg Speed (mph)

Links

<= 0

-- <= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG Limerick Speed.ver erstellt am: 24.07.2012 Appendix 0 - Page 11 of 16

Evacuation Hour 12 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG ILimerickSpeed.ver erstelit am: 24.07.2012 Appendix D - Page 12 of 16

Evacuation Hour 13 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG ILimerckSpeed.ver erstellt am: 24.07.2012 Appendix D - Page 13 of 16

Evacuation Hour 14 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG ILimerickSpeed.ver erstellt am: 24.07.2012 Appendix D - Page 14 of 16

Evacuation Hour 15 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG ILimerick Speed.ver Ierstellt am: 24.07.2012 Appendix D - Page 15 of 16

Evacuation Hour 16 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

>60 VISUM 11.52 PTV AG ILimerckSpeed.ver Ierstellt am: 24.07.2012 Appendix D - Page 16 of 16