ML13254A125

Attachment 9 - Updated Evacuation Time Estimates for Quad Cities Nuclear Power Station Plume Exposure Pathway and ETE Review Criteria Checklist

ML13254A125
Person / Time
Site:	Quad Cities
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: ML13254A125 (180)

Text

ATTACHMENT 9 Updated Evacuation Time Estimates for Quad Cities Nuclear Power Station Plume Exposure Pathway and ETE Review Criteria Checklist

Quad Cities Nuclear Power Station ETE Review Criteria Checklist

Table B-I ETE Review Criteria Checklist Quad Cities Criterion Addressed in Comments ETE Analysis (Yes/No) 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 1-2 and 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 Section 4.3 and Appendix C provided.

b. Sources of demographic data for schools, special facilities, large employers, and special events should be identified. yes Sect 2.1, Sect 2.2, Sect 3.3, and Sect 3.4

c. Discussion should be presented on use of traffic control plans in the analysis. yes Sect 2.1 and Sect 4.3

d. Traffic simulation models used for the analyses should be yes Sect 5.5.2 identified by name and version.

e. Methods used to address data uncertainties should be described, yes Sect 3 (avoid double counts), App B (confidence level) 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 1.4, Sect 2.1, Sect 3, and Sect 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 2.4, Table 6-1, Table 6-2 (no "Special Event")

should be provided for use of other scenarios. _ I

Criterion Addressed in Comments ETE Analysis (Yes/No) 1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in Sect 6.4 development of a staged evacuation. y Sect 6.4 1.4 Evacuation Planning Areas

a. A map of the EPZ with emergency response planning areas yes Figure 1.1 and Figure 4-1 (ERPAs) should be included.

b. A table should be provided identifying the ERPAs considered for each ETE calculation by downwind direction yes Table 5-1 and Table 6-2 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 6-3 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 and Sect 3

b. Population values should be adjusted as necessary for growth to reflect population estimates to the year of the ETE. yes 2010 Census released in Oct 2011 and is most recent

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 yes Sect 3.1.1 justification should be provided for other values. [

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 be included, and peak and average attendance for these yes Table A-2 and A-3 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 3.3

Criterion Addressed in Comments ETE Analysis Comments (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, Tables A-I and A-2

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, Tables A-i, A-2, A-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 Distribution by ERPA by scenario in Table 3-2 the transient population.

2.2 Transit Dependent Permanent Residents

a. The methodology used to determine the number of transit dependent residents should be discussed. yes 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 1P with disabilities and those with access and functional needs yes Sect 3.1.2 W~

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 Sect 3.6 and Table 3-5 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-4 Special facility staff should be included in the total special

Criterion Addressed in Comments ETE Analysis (Yes/No) facility population.

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

c. The number of wheelchair and bed-bound individuals should be provided. yes Table A-4

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

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

medical support or security support for prisons, jails, and yes Sect 3.4.1, Sect 5.4.3 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 3-3 & Table A-5 the evacuation, should be provided. The source of this information should be provided.

CO b. Transportation resources for elementary and middle schools yes Sect 3.4.2, Table A-5 11 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 3.4 Plans assume all students by bus for the values used should be provided.

d. The need for return trips should be identified if necessary. yes Sect 3.6 and Sect 6.7 (no return trips for schools) 2.5.1 Special Events

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

b. The special event that encompasses the peak transient N/A Sect 2.4.4 population should be analyzed in the ETE.

c. The percent of permanent residents attending the event N/A Sect 2.4.4 should be estimated.

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 and Sect 3.1.1 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

Criterion Addressed in ETE Analysis Comments (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 and Sect 4.3 be reduced for nighttime scenarios.

b. Pass-through traffic should be assumed to have stopped entering the EPZ about two hours after the initial notification. yes Sect 2.1 and Sect 4.3 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 3-4; vehicle demand for shadow permanent residents, transients, transit dependent population is discussed in Section 3.1.1 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 0o discussed. yes Sect 4 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 Map in 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 4.3 and Appendix C

Criterion Addressed in Comments ETE Analysis (YeslNo) identifies factors that are expressly used in the modeling.

b. The capacity analysis identifies where field information should be used in the ETE calculation. yes Sect 4.3 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 (Node Data Table) 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 C) 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 Part of Protective Action Decision 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 summarized, yes Appendix B

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 homes but are not assumed to be at home at all times. Trip yes Sect 5.4.1

Criterion Addressed in Comments ETE Analysis (Yes/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 returning to hotels prior to evacuating. yes Sect 5

d. Effect of public transportation resources used during special events where a large number of transients are expected N/A Section 2.4.4 (no special event scenario) 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 and Sect 6.7

"-4 should have been agreed upon by the responsible authorities.

b. Discussion should be included on the means of evacuating ambulatory and non-ambulatory residents. yes Sect 5.3 and Sect 6.7

c. The number, location and availability of buses, and other resources needed to support the demand estimation are yes Section 3.5 and 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 and Sect 6.7

e. Discussion should identify the time estimated for transit dependent residents to prepare and then travel to a bus yes Sect 6.7; means of travel to pick up points not pickup point, and describes the expected means of travel to addressed. Transportation Assistance phone numbers the pickup point, provided for the public.

f. The number of bus stops and time needed to load passengers should be discussed. yes Sect 6.7

g. A map of bus routes should be included. N/A Existing plans do not include bus routes.

h. The trip generation time for non-ambulatory persons includes the time to mobilize ambulances or special yes Sect 5.3 and Section 6.7 vehicles, time to drive to the home of residents, loading time,

Criterion Addressed in Comments ETE Analysis (Yes/No) and time to drive out of the EPZ should be provided.

i. Information should be provided to support analysis of return yes Sect 6.7 trips, if necessary.

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 yes Sect 6.7 speeds.

c. The number of wheelchair and bed-bound individuals should be provided, and the logistics of evacuating these residents yes Sect 6.7 and Table A-4 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 3.6 and Sect 6.7 (return trips not required) trips are needed.

f. If return trips are needed, the destination of vehicles should yes Section 6.7 (selected facilities) be provided.

g. Discussion should be provided on whether special facility 1U residents are expected to pass through the reception center yes Sect 5.4.3 CO 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 yes Sect 6.7 speeds.

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 3.6 and Sect 6.7 (no return trips for schools) trips are needed.

e. If return trips are needed, the destination of school buses N/A Section 6.7 should be provided.

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

Criterion Addressed in Comments ETE Analysis (Yes/No) to their final destination.

g. Supporting information should be provided to quantify the N/A Section 6.7 Return trips are not anticipated.

time elements for the return trips.

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 calculation, sufficient detail should be provided to validate N/A Traffic simulation model used.

the analytical approach used. All criteria elements should have been met, as appropriate.

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 Output

a. A discussion regarding whether the traffic simulation model U, used must be in equilibration prior to calculating the ETE yes Sect 5.5 T0 should be provided.

b. The minimum following model outputs should be provided to support review: yes Sect 6, Table 7-1, Appendix C and Appendix 0

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 Comments ETE Analysis (Yes/No) 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 Table 6-1 population.

b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated yes Table 6-1 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 Table 6-3 of NUREG/CR-7002.

d. ETEs should be provided for the 100 percent evacuation of special facilities, transit dependent, and school populations. yes Sect 6, Table 6-5 and Table 6-6 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 o

0P 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.

5.3 State and Local Review

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

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 Receiving communities are shown inFigure 4-1

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

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Quad Cities Nuclear Power Station Evacuation Time Estimates

%ARCADIS Infrastructure Water Environment Buildings Imagine the result Evacuation Time Estimates for Quad Cities Generating Station Plume Exposure Pathway Emergency Planning Zone Prepared for Exelon Generation Warrenville, Illinois Prepared by.

ARCADIS U.S., Inc.

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

B0033739.0001 Date:

I August 2013

Q ARCADIS Executive Summary Executive Summary This report documents the Evacuation Time Estimate (ETE) study prepared by ARCADIS for the Quad Cities Generating Station (QCGS) in Rock Island County, Illinois, about 10 miles southwest of the city of Clinton, Iowa. The study reflects the current definition of the Emergency Planning Zone (EPZ), which is the region within a nominal 10-mile distance of QCGS. The most recent previous study of evacuation time estimates for Quad Cities was performed in 2005. 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 consists of designated evacuation routes plus any additional roadways needed to accurately simulate conditions during an evacuation. Roadway capacities were determined using NAVTEQ TM 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 EPZ via recommended evacuation routes and to make their way to designated reception centers after leaving the EPZ.

The EPZ for QCGS includes parts of two counties in Iowa (Clinton, Scott) and two counties in Illinois (Rock Island and Whiteside). The resident population of the Quad Cities EPZ is estimated at 46,387 permanent residents. Based on housing data from the 2010 U.S.

Census, there are an estimated 912 seasonal (summer) residents in the EPZ. The 2010 U.S. Census data at block level was used to determine population in each EPZ Sub-Area.

The transient population, which includes larger workplaces, recreational facilities, and motels, was estimated at 6,176 persons for a winter weeknight and 12,045 persons for a summer weekday. The special facilities population, including nursing homes and hospitals, was estimated at 1,309 persons for weekday scenarios. The estimated population of schools and day care centers for a winter weekday is 11,863, 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 and seasonal resident counts. Thus, evacuation times using these population figures are considered conservative.

E-1

C2 ARCADIS Executive Summary 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 occupancy factor estimated from survey responses is 1.73 persons per vehicle, which represents 1.38 vehicles per household. For the 2005 study, average vehicle occupancy was 2.44 persons per vehicle (one vehicle per household).

Vehicle demand for the transient population was estimated using vehicle occupancy factors I 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 the school population was based on bus occupancy of 55 students. 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 additional staff. Total vehicle demand for all population categories ranges from 30,820 (winter weeknight) to 35,881 (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 47,905. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (1.73 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 5,538 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).

A series of "staged evacuation" scenarios were also evaluated. Under a staged scenario, only the population within the 2-mile zones closest to QCGS would evacuate initially; evacuation of surrounding zones would be initiated after most traffic from the 2-mile zone has cleared. The purpose of this scenario 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.

Predicted ETEs for the general population in the EPZ are summarized by scenario and I 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 pattem of evacuation times is consistent E-2

C2 ARCADIS Executive Summary 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 1:45 to 1:55, and 100% ETEs are 3:05 to 3:30. The times are longest for summer weekday and winter weekday scenarios with adverse weather.

For the 2-mile plus all 5-mile zones, the 90% ETEs are 2:40 to 3:25, and the 100% ETEs are 3:45 to 5:00. For the full EPZ, the 90% ETEs are 3:50 to 5:00, while the 100% ETEs are 5:40 to 7:15.

The times for the 5-mile zones and for the full EPZ are indicative of significant delays related to traffic congestion. The differences in vehicle demand between scenarios are up to 18% of total demand, and the predicted ETEs vary by up to 25%. Adverse weather adds 5 to 10 minutes for the summer weekday ETEs, and 10 to 20 minutes for the winter weekday ETE.

Table E-1: Evacuation Time Estimate Summary for Quad Cities Station EPZ Scenario: (1) 1 (2) 1 (3) 1 (4) 1 (5) 1 (5) 1 (7) 1 (a)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal Evacuation 90% Evacuation Time Area 9% autni 2-mile Zone 1:45 1:50 1:45 1:45 1:45 1:55 1:45 1:45 5-mile Zone 3:05 3:15 2:55 2:40 3:05 3:25 2:55 2:40 10-mile EPZ 4:40 4:50 4:25 3:50 4:45 5:00 4:20 3:50 100% Evacuation Time 2-mile Zone 3:10 3:15 3:10 3:05 3:20 3:30 3:15 3:05 5-mile Zone 4:25 4:50 4:25 3:45 4:25 5:00 4:25 3:45 10-mile EPZ 6:35 6:50 6:35 5:45 7:00 7:15 6:30 5:40 E-3

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 2-7 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

ARCADIS Table of Contents 4.2 Evacuation Route Descriptions 4-1 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 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 5-4 5.4.2 Transient Population 5-4 5.4.3 Special Facilities 5-4 5.5 Evacuation Simulation 5-6 5.5.1 General Structure 5-6 5.5.2 Simulation Process 5-7

6. Analysis of Evacuation Times 6-1 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

ARCADIS Table of Contents Tables Table E-1: Evacuation Time Estimate Summary for Quad Cities Station EPZ 3 Table 1-1: Permanent Resident Population in the Quad Cities 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 Sub-Area 3-7 Table 3-2: Transient Population and Vehicle Demand within the Quad Cities EPZ 3-8 Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Quad Cities EPZ 3-9 Table 3-4: Summary of Population and Vehicle Demand inthe Quad Cities EPZ 3-10 Table 3-5: Summary of Transportation Resources 3-11 Table 4-1: Quad Cities EPZ Primary Evacuation Routes Out of EPZ 4-3 Table 5-1: Potential Evacuation Areas for Quad Cities ETE Analysis 5-2 Table 6-1: Evacuation Time Estimate Summary for Quad Cities Station 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) 6-11 Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-19 Table 6-5: ETE for Special Facilities, Quad Cities EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-20 Table 6-6: ETE for School and Daycare Facilities in Quad Cities EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-22 Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather) 7-2 iii

14 ARCADIS Table of Contents Figures Figure 1-1. Quad Cities EPZ Area 1-5 Figure 1-2. Resident Population by Sector within 15 Miles of Quad Cities Station 1-6 Figure 4-1. Quad Cities Generating Station Evacuation Roadway Network 4-4 Figure 5-1. Departure Time Distributions for the Quad Cities 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, Quad Cities EPZ 6-13 Figure 6-2. Quad Cities Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-14 Figure 6-3. Quad Cities Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-15 Figure 6-4. Quad Cities Predicted Traffic Volume by Link with 380th Avenue Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-16 Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-17 Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 35,881) 6-18 Appendices A Transient and Special Facility Population Data B Telephone Survey of EPZ Residents C Roadway Network Map and Data Table D Maps Depicting Travel Speed along Road Network (winter day, fair weather, full EPZ) iv

VARCADIS 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 IEMA Illinois Emergency Management Agency IPRA Illinois Parks and Recreation Association LOS Level-of-service NRC Nuclear Regulatory Commission PAR Protective Action Recommendation QCGS Quad Cities Generating Station TAR Tone alert radios WC Wheelchair V

Exelon Generation C ARCADIS Quad Cities 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))).

Evacuation time estimate (ETE) studies were last updated for the Quad Cities Generating Station (QCGS) Plume Exposure Pathway EPZ in 2005 (Earth Tech, 2005). 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 for QCGS decreased by 175 between 2000 and 2010, which represents a 0.4% population decrease. (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:

0 Public notification; 1-1

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates

• 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 QCGS. 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 QCGS.

The Quad Cities site is located on the east bank of the Mississippi River in Cordova Township, Rock Island County, IL, about 10 miles southwest of Clinton, IA. The plant location is shown in Figure 1-1.

The plume exposure pathway emergency planning zone (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 Quad Cities EPZ consists of the area within an approximate 10-mile radius of QCGS.

The EPZ includes part of four counties (Clinton and Scott in Iowa, Rock Island and Whiteside in IL). The Quad Cities EPZ is subdivided into a total of 18 Sub-Areas, or Emergency Response Protection Areas (ERPAs), 6 in Illinois and 12 in Iowa. These ERPAs are the basic units for which protective action recommendations are issued. Sub-Area boundaries often follow geographic (township) boundaries, and reflect distance and direction from QCGS. The distance ranges of concern are 0-2 miles, 2-5 miles, and beyond 5 miles. EPZ and ERPA boundaries are shown in Figure 1-1. The lowest-numbered ERPAs (IL-1, IA-1, IA-2) are within 0-2 miles. The 5-mile region includes IL-2, IL-3, IA-3, IA-4, IA -5 and IA-6. The odd-numbered ERPAs in Iowa (IA-1, -3, -5, -7, -9, -

11) are in Clinton County, while even-numbered ERPAs are in Scott County. The ERPAs are described in more detail in Section 3.

A listing of the 2010 permanent resident population by ERPA within the Quad Cities EPZ is shown in Figure 1-1. Table 1-1 compares the EPZ population from the 2010 and the 2000 census. The population decreased by 324 (0.8%) in the Iowa portion of the EPZ, while the Illinois population increased by 149 (2.4%). Less than 1% of the EPZ population resides in the ERPAs within 2 miles of QCGS, and about 20% resides within 5 miles of the plant.

1-2

Exelon Generation C ARCADIS Quad Cities Evacuation Time Estimates The three largest municipalities in the EPZ are Clinton (26,231) and Camanche (4,448) in Clinton County, and Le Claire (3,765) in Scott County. Smaller municipalities in the EPZ include Port Byron (1,676) and Cordova (672) in Rock Island County, Albany (891) in Whiteside County, Princeton (886) and McCausland (344) in Scott County, and Low Moor (288) in Clinton County. Most of the city of Clinton is in ERPA IA-11, which contains 57%

of EPZ residents. ERPA IA-5 includes most of Camanche and contains 11% of EPZ residents. The small population of seasonal residents is concentrated along the Mississippi River.

The Mississippi River divides the EPZ into two separate and independent traffic zones.

Under emergency response plans, the population from ERPAs in Illinois will evacuate to receiving communities in Illinois, while the population from ERPAs in Iowa evacuates to receiving communities in Iowa.

NRC guidance also requires consideration of potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population in the region surrounding the EPZ is 47,905. The largest populations residing in the area immediately outside the EPZ are located in Bettendorf, IA and Hampton, IL, immediately south of the EPZ, and in Fulton, IL, across the Mississippi River from Clinton, IA, immediately northeast of the EPZ. Shadow evacuees residing outside the EPZ add vehicle demand of 5,538 vehicles. A map showing the population by distance and direction sector within 15 miles of Quad Cities 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 emergency response evacuation plans for the Quad Cities EPZ direct residents of communities 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 reception centers, and families are instructed to meet up with the students at those locations.

The designated receiving communities for ERPAs within the Quad Cities EPZ are Goose Lake, IA, Eldridge, IA, Morrison, IL, and Rock Island/Moline, IL. The preferred reception community for each ERPA is listed in Table 1-2. (Some ERPAs may evacuate differently, depending upon the prevailing wind direction.) The roadway network used to develop evacuation time estimates includes the major roadways recommended to the public as 1-3

Exelon Generation C ARCADIS Quad Cities Evacuation Time Estimates evacuation routes from individual communities to designated reception centers. The roadway network is designed to utilize all available major roadways, with traffic flow directed radially outward from QCGS toward the EPZ boundaries. The roadway network is described in detail in Section 4.

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 2005 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 (1.73 persons per vehicle, based on survey),

revised departure times for schools and special facilities (no "early warning"), increased transient population in southwest Clinton (expanded commercial district) 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 5,538 vehicles in the area immediately outside the EPZ. Each of these issues is discussed in more detail in following sections of the report.

1-4

Eden (125) 2010 Ed-. EPA (150l 6.:

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lAS 46, MA 43-(1219) lA1S 311 IAll 26,56, IA12 4,772 il-' 261 c- 11.2 (206) 11.3 97)

I1L4 635 115 461 11.6 lUTAL ",387 Co.

(1451) 0 2 4 Legend Miles

1. Quad Cities Plant 10 Miles from Plant ARCADIS EXELON GENERATION

.- Township Boundary QUAD CITES GENERATING Sub-Area Boundary STATION POPULATION DISTRIBUTION - SUB-AREAS j EPZ Boundary

is,:

DISTANCE POPULATION DISTANCE POPULATION EPZ 1 73 NA EPZ 2 92 NA EPZ 3 271 NA EPZ 4 1,325 NA EPZ 5 2,678 NA EPZ 6 3,548 NA EPZ 7 2,322 NA EPZ 8 3,159 ENA EPZ 9 6,640 NA EPZ10 11,374 OUT 10 79 EPZ11 7,464 OUT 11 2,692.

EPZ12 3,430' OUT12 4,3151 EPZ13 3,602 OUT 13 11,108 EPZ14 387 OUT 14 10,744 EPZ 5281 EPZ15 2 OUT15 18,986 10M1 3.1531 EPZTOTAL: 46,36 EPZ-15TOTAL: 47,924 TOTAL POPULATION: 94,291 NOTE:

• EPZ total population varies from 2011 draft report totals by I,-; 7 -

less thani % due to the rounding of population calculations from additional block processing.

• Plant to I mile population niot summarized in any sector direction.

Aato W,TiWnW A~.ml 0. ritk.

&d&W n**. &ft. - .ft PDP I ARCADIS

- I-, , , f,'p I EXELON GENERATION I 0 2 4 I

Exelon Generation CA ARCADIS Quad Cities Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Quad Cities EPZ IL-1 Cordova (part) 256 260 IL-2 Albany (part) 1,060 1,076 IL-3 Coe, Cordova, Port Byron (part) 982 977 IL-4 Garden Plain (part) 584 635 IL-5 Newton, Erie (part) 434 461 IL-6 Coe, Canoe Creek, Port Byron (part) 2,827 2,883 Subtotal for Illinois portion of EPZ 6.143 6.292 +2.4%

IA-1 Camanche (part) 72 63 IA-2 Princeton (part) 15 25 IA-3 Clinton city, Camanche, Eden (part) 637 637 IA-4 Butler, Princeton (part) 448 459 IA-5 Clinton city, Camanche (part) 5,222 4,640 IA-6 Le Claire, Princeton (part) 1,344 1,361 IA-7 DeWitt, Eden (part) 434 355 IA-8 Butler, Lincoln, Princeton (part) 547 467 IA-9 Clinton city, DeWitt, Eden, Washington (part) 476 437 IA-10 Le Claire, Lincoln, Princeton (part) 369 311 IA-11 Clinton city, Hampshire (part) 26,783 26,567 IA-12 Le Claire (part) 4,072 4,773 Subtotal for Iowa portion of EPZ 40,419 40,095 -0.8%

Quad Cities EPZ Total 1 46,562 j 46,387 j -0.4%

Sources: a) 2000 census data from 2005 ETE study report b) 2010 census data (block level) 1-7 I

Exelon Generation 0 ARCADIS Quad Cities Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation ERPAs Receiving Community ERPA IL-1 Rock Island.

ERPA IL-2 Morrison.

ERPA IL-3 Rock Island.

ERPA IL-4 Morrison.

ERPA IL-5 Morrison.

ERPA IL-6 Rock Island.

ERPA IA-1 Eldridge.

ERPA IA-2 Eldridge.

ERPA IA-3 Eldridge.

ERPA IA-4 Eldridge.

ERPA IA-5 Eldridge.

ERPA IA-6 Eldridge.

ERPA IA-7 Eldridge.

ERPA IA-8 Eldridge.

ERPA IA-9 Goose Lake.

ERPA IA-10 Eldridge.

ERPA IA-11 Goose Lake.

ERPA IA-12 Eldridge.

1-8

Exelon Generation 0 ARCADIS Quad Cities Evacuation Time Estimates Table 1-3: ETE Comparison ETE Element .2005 ETE Current study Permanent Residents

- Total population - 46,562 - 46,387

- Vehicle occupancy - 2.44 (one vehicle per - 1.73 (persons per vehicle) household)

Transit-dependent Evacuation of transit-dependent

- Population estimate population was not addressed in - 720 persons, 99 non-ambulatory

- Number of buses 2005 study - 12 bus/24 trips

- Number of ambulances - 12 ambulance, 25 wheelchair bus Transient facilities (winter day/summer weekend) (winter day/summer weekend)

- Estimated population - 6,222/6,826 - 10,052/10,715

- Vehicle demand - 5,205/3,574 - 6,387/4,902

- Adjust for double-count - No adjustment - Reduced vehicles from retail and entertainment Special facilities (winter weekday) (winter weekday)

- Estimated population - 1,485 - 1309

- Number bus, van - 50 bus/van - 43 bus/van

- Ambulance, other - 60 ambulance - 20 ambulance, 29 wheelchair bus (2 trips at large facilities)

Schools plus Daycare (winter weekday) (winter weekday)

- Student population - 12,858 - 11,863

- Number of buses - 224 bus - 159 bus, 66 van 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 PlV Vision VISUM 11.5, VISSIM 5.3 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 primarily for Estimates provided for 90 and 100%

100%

1-9

Exelon Generation ARCADIS Quad Cities 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:

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

Census Bureau data.

• Population estimates for seasonal residents were developed from 2010 United States Census Bureau data on housing units. 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). A conservative estimate of seasonal population was developed by assigning six (6) persons per seasonal housing unit.

" Population estimates for major employers were developed from ESRI list and the facility list from the 2005 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 2005 study report. For parks, visitation information was obtained from state park agencies.

• Current population estimates for schools were obtained primarily from county emergency response agencies, plus enrollment information available on the internet.

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

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

2-1

Exelon Generation ARCADIS Quad Cities 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 in2011.

• 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. Median departure times for transient facilities are longer than those used in the previous study.

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

I 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 to designated reception centers, as directed by the county emergency response plan.

2-2

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates

• 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 is also assumed that State, county 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 - 1.73 persons per vehicle, based on telephone survey results

- Major places of employment - 1 vehicle per employee.

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

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

- Schools - 55 students and 3 staff per bus; one vehicle per additional staff person.

- Hospitals/Nursing Homes/Correctional Facilities - 2 persons per ambulance, 3 per wheelchair (WC) bus/van for non-ambulatory patients and 20 people per bus or van for ambulatory residents.

- Transit-dependent residents - 27 persons per bus; for non-ambulatory, 2 persons per ambulance, 3 per WC bus/van 2-3

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates The transit-dependent population will be evacuated by bus or ambulance through efforts coordinated by state, county, and municipal emergency preparedness officials.

• 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. Iowa Homeland Security and Emergency Management (IHSEM), the emergency management agencies of Clinton and Scott Counties in Iowa, the Illinois Emergency Management Agency (IEMA), and emergency agencies for Rock Island and Whiteside Counties in Illinois 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. The Illinois Parks and Recreation Association (IPRA) list of special and transient facilities for all six Exelon nuclear stations in Illinois was provided to ARCADIS by Exelon, and the corresponding Iowa special facilities list (SOP 5, Attachment B) was provided by IHSEM. IHSEM, IEMA, 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 Quad Cities 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 2-4

Exelon Generation C ARCADIS Quad Cities Evacuation Time Estimates generation time consists of two main components: warning diffusion time and 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 I 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 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; 2-5

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates

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

• QCGS 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;

• 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;

• QCGS 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;

• Motel facilities are occupied at (winter or summer) weekday levels; and

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

2-6

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates 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:

" 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;

" 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, the Iowa Emergency Management Agency and the Illinois Emergency Management Agency 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 Quad Cities EPZ. (The same decision was made for the 2003 update study.) Peak attendance at Riverview Stadium and other sports and entertainment venues was assumed for the appropriate seasonal scenarios.

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 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 2-7

Exelon Generation 0 ARCADIS Quad Cities Evacuation Time Estimates 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.

2-8

Exelon Generation C ARCADIS Quad Cities Evacuation Time Estimates

3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Quad Cities 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 Quad Cities 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 46,387 persons reside permanently within the Quad Cities EPZ. Table 3-1 presents the resident population and vehicle demand by Sub-Area. The EPZ Sub-Areas are defined based on distance and direction from QCGS, and generally follow geographic (township) boundaries. Approximately 86% of EPZ residents live in Iowa.

ERPA IA-11, which is more than 5 miles from the plant, includes most of Clinton, Iowa; IA-11 has 26,567 residents, which represents 57% of the EPZ population.

Three ERPAs are located within 2 miles of the plant; less than 1% of the EPZ population resides in these zones. Two zones in Illinois are between 2 to 5 miles distance; IL-2 and IL-3 each have about 1,000 residents. In Iowa, ERPA IA-5, which 3-1

Exelon Generation V ARCADIS Quad Cities Evacuation Time Estimates includes most of Camanche, has 4,640 residents, and IA-6 (Princeton) has 1,361 I residents. Approximately 20% of the EPZ population resides within 5 miles of the plant. In addition to IA-11, other ERPAs with substantial population beyond 5 miles from QCGS are IA-12, population 4,773, which includes most of Le Claire, and IL-6, population 2,883, which includes most of Port Byron.

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 adjusting survey results to reflect the age distribution of the EPZ, the estimated occupancy factor is 1.73 persons per vehicle, which corresponds to 1.38 vehicles per household. Total vehicle demand for EPZ residents for winter scenarios is 26,813. "Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of QCGS adds vehicle demand of another 5,538 vehicles.

For the 2005 ETE study, evacuation times were determined for vehicle demand assumption of one vehicle per household, or 2.44 persons per vehicle, for permanent residents.

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 Illinois and Iowa 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 was based on NRC guidance and results of the telephone survey. The NRC guidance in CR-7002 sets a target range between 1.5%

and 5%. That population size is much higher than the number who have self-identified in advance.

Based on telephone survey results, about 3% of households in the EPZ (with phones) had either no vehicle or no licensed driver. NRC guidance (CR-7002) indicates that roughly half of households without vehicles available would evacuate with neighbors, 3-2

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates friends or relatives, which would leave 1.5% needing assistance from the counties.

NRC guidance also indicates that between 1.5 and 5% of residents may require transportation. For this study, ETE estimates were based on 1.5% of residents, which represents about 720 transit-dependent residents. Approximately 99 of these individuals are non-ambulatory and may require a WC van or ambulance to evacuate, based on data provided by county emergency response coordinators.

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 addresses those who reside in the EPZ on a temporary basis, particularly during the summer period. The 2010 U.S. Census of Population and Housing reports the number of vacant households classified as "for seasonal or occasional use". Census data identified more than 150 such housing units in the Quad Cities EPZ, mostly in communities that border the Mississippi River. The number of seasonal residents in the Quad Cities EPZ is 912, based on an assumed 6 persons per household. Estimated vehicle demand for summer residents is 304, or 2.0 vehicles per household. The number of seasonal residents and associated vehicle demand by ERPA are provided in Table 3-1.

3.3 Transient Population The transient population segment includes persons in the work force, hotels/motels, and recreational 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 QCGS. 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 health care). Employment at schools and special facilities (e.g., hospitals, nursing 3-3

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates homes) is generally tracked as part of the special facilities database. 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 list from the 2005 study, the IPRA Special Facilities list provided by Illinois Emergency Management Agency (IEMA), and the SOP 5 list provided by IHSEM.

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 QCGS were provided by Exelon Generation and reflect the peak work force during outage conditions.

Numbers of units and campsites for motels and recreational areas were obtained from the TripAdvisor website, the 2011 AAA TourBooks for Iowa and Illinois, 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.

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, 1.0 vehicle (1.5 or 2 persons) per hotel/motel unit was assumed and 1.0 vehicle (3 to 4 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, 1.5 persons per vehicle was assumed. Campgrounds were assumed to be fully occupied during summer. Motels were assumed to be fully occupied for all scenarios.

The large retail district along US 30 on the southwest side of Clinton draws workers and patrons from throughout the surrounding region. The number of vehicles associated with these businesses was estimated at 750 for weekday scenarios and 1,000 for weeknight and weekend scenarios. Average vehicle occupancy is 1.4 I persons per vehicle, assuming 20% are workers at 1 person per vehicle, and 80% are patrons at 1.5 persons per vehicle. Estimated vehicles at Wild Rose casino (parking capacity 1,000) is 1,000 for summer weekend, 500 for summer weeknight and winter weekend, and 250 for winter weekday, again with vehicle occupancy of 1.4.

Vehicle demand for recreation facilities that draw primarily from local residents was reduced to adjust for double-counting, recognizing that many residents would return 3-4

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates home before evacuating. This assumption is consistent with survey results indicating that roughly half of those living and working in the EPZ would evacuate from home.

Adjustment factors range from 0.5, for facilities with primarily local patrons, to 1.0 for hotels and motels, with virtually no local patrons.

Table 3-2 presents a summary of the transient population by Sub-Area for each scenario. ERPA IA-11 has the largest population and vehicle demand from transient facilities. The largest transient population within 2 miles is in IL-1 (primarily workers at QCGS), and the largest transient population within 5 miles is in IA-5 (Camanche).

Population data and vehicle demand estimates for the transient population segment, including the work force, hotels and motels, and recreational areas are presented by facility in Appendix A. 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, daycares, hospitals, nursing homes and correctional facilities who will require transportation assistance during an evacuation. Schools and daycares are located in communities throughout the EPZ. All of the medical facilities are located in Clinton (ERPA IA-1 1).

The special facilities population is summarized by scenario in Table 3-3, with data by facility in Appendix A.

3.4.1 Medical, Nursing Care and Correctional Facilities One hospital and ten nursing home or assisted living facilities are located in ERPA IA-

11. Vehicle occupancy for nursing home patients is 2 non-ambulatory patients and one staff per ambulance, 3 non-ambulatory and one staff per WC bus or van, 20 residents or patients plus 3 staff per vehicle (bus or van) for ambulatory patients, plus one vehicle per staff person who does not evacuate with patients. The Clinton County jail is also located in IA-1 1, but the response plan for this facility is to shelter in place, not evacuate.

3.4.2 Schools and Day Care Eighteen (18) public schools, one parochial school and three college facilities were identified within the Quad Cities EPZ, with a total population of 10,590 students and staff. The colleges have classes on winter weeknights, and programs during the summer. Ashford College also has resident students during the school year. Vehicle 3-5

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates occupancy for public and parochial schools is based on 58 persons (55 students, 3 staff) per bus, plus one vehicle per additional school staff. Student population for public schools in Iowa was provided by Clinton County and Scott County. Population for schools in Illinois was determined from state-published enrollment information.

Fourteen licensed child care (large daycare) facilities were identified in the EPZ, with an estimated winter daytime population of 1,273. Facilities were identified from internet listing of licensed childcare establishments. The population estimates represent the licensed capacity of each facility. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demand beyond that assigned to EPZ residents.

3.5 Emergency Response Planning Area Population Totals Population and vehicle demand totals for each Sub-Area are summarized in Table 3-4.

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 Quad Cities EPZ are located in ERPA IA-11 for all cases. The differences in vehicle demand between the Weekday, Weeknight and Weekend scenarios (summer and winter) are relatively small; peak demand for Winter Weekday (highest) is 16% higher than for Winter Weeknight (lowest demand). Schools and employment contribute to higher winter weekday demand for this EPZ. The vehicle demand listed in Tables 3-2, 3-3 and 3-4 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 for the Quad Cities 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 3-5. The number of available vehicles in each category (bus, WC bus or van, ambulance) would be sufficient to evacuate facilities and EPZ residents in a single wave, except for ambulances. The ETE analysis for selected facilities assumes that a two-wave evacuation would be necessary for non-ambulatory patients requiring transport via ambulance, as discussed below in Section 6.7.

3-6

Exelon Generation Q ARCADIS Quad Cities Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Sub-Area IL-1 z mies 260 60 150 170 IA-1 2 miles 63 0 36 36 IA-2 2 miles 25 0 14 14 IL-2 5 miles 1,076 42 622 636 IL-3 5 miles 977 54 565 583 IA-3 5 miles 637 0 368 368 IA-4 5 miles 459 0 265 265 IA-5 5 miles 4,640 0 2,682 2,682 IA-6 5 miles 1,361 96 787 819 IL-4 10 miles 635 204 367 435 IL-5 10 miles 461 0 266 266 IL-6 10 miles 2,883 186 1,666 1,728 IA-7 10 miles 355 0 205 205 IA-8 10 miles 467 0 270 270 IA-9 10 miles 437 0 253 253 IA-10 10 miles 311 0 180 180 IA-11 10 miles 26,567 0 15,357 15,357 IA-12 10 miles 4,773 270 2,759 2,849 EPZ total 46,387 912 26,813 27,117 3-7

V2 ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 3-2, Transient Population and Vehicle Demand within the Quad Cities EPZ Population Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend IL-1 1,070 230 300 1,070 230 450 990 210 225 990 210 300 IL-2 0 0 0 0 0 0 0 0 0 0 0 0 IL-3 0 0 0 0 0 0 0 0 0 0 0 0 IL-4 0 0 0 0 0 0 0 0 0 0 0 0 IL-5 0 0 0 0 0 0 0 0 0 0 0 0 IL-6 0 0 200 385 285 674 0 0 107 244 190 423 IA-1 170 70 220 245 100 265 85 35 110 123 50 133 IA-2 10 10 50 10 10 50 5 5 25 5 5 25 IA-3 0 0 0 0 0 0 0 0 0 0 0 0 IA-4 0 0 0 0 0 0 0 0 0 0 0 0 IA-5 1,742 392 376 1,817 402 376 1,263 288 176 1,282 296 176 IA-6 300 50 0 300 50 0 225 38 0 225 38 0 IA-7 0 0 0 0 0 0 0 0 0 0 0 0 IA-8 0 0 0 0 0 0 0 0 0 0 0 0 IA-9 0 0 0 0 0 0 0 0 0 0 0 0 IA-10 0 0 0 0 0 0 0 0 0 0 0 0 IA-11 6,760 5,424 7,796 8,168 6,609 8,700 3,819 2,745 3,269 4,334 3,230 3,771 IA-12 0 0 200 50 0 200 0 0 75 19 0 75 EPZ total 10,052 6,176 9,142 12,045 7,686 10,715 6,387 3,321 3,986 7,220 4,018 4,902 3-8

Q ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Quad Cities EPZ IL-1 0 0 0 0 0 0 0 0 0 0 0 0 IL-2 0 0 0 0 0 0 0 0 0 0 0 0 IL-3 0 0 0 0 0 0 0 0 0 0 0 0 IL-4 0 0 0 0 0 0 0 0 0 0 0 0 IL-5 0 0 0 0 0 0 0 0 0 0 0 0 IL-6 1,428 0 0 18 0 0 238 0 0 3 0 0 IA-1 0 0 0 0 0 0 0 0 0 0 0 0 IA-2 0 0 0 0 0 0 0 0 0 0 0 0 IA-3 0 0 0 0 0 0 0 0 0 0 0 0 IA-4 0 0 0 0 0 0 0 0 0 0 0 0 IA-5 1,394 0 0 125 0 0 220 0 0 11 0 0 IA-6 310 0 0 0 0 0 52 0 0 0 0 0 IA-7 0 0 0 0 0 0 0 0 0 0 0 0 IA-8 0 0 0 0 0 0 0 0 0 0 0 0 IA-9 0 0 0 0 0 0 0 0 0 0 0 0 IA-1 0 0 0 0 0 0 0 0 0 0 0 0 0 IA-11 8,464 1,660 1,120 2,367 1,120 1,120 1,917 686 266 775 266 266 IA-12 1,576 0 0 98 0 0 255 0 0 10 0 0 EPZtotal [13,1721 1,660 1,120 12,6071 1,120 1,120 12,681 [ 686 j 266 J 799 266 J 266 3-9

f2 ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand in the Quad Cities EPZ Population Vehicles Sunte Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend IL-1 1,330 490 560 1,390 550 770 1,140 360 375 1,160 380 470 IL-2 1,076 1,076 1,076 1,118 1,118 1,118 622 622 622 636 636 636 IL-3 977 977 977 1,031 1,031 1,031 565 565 565 583 583 583 IL-4 635 635 635 839 839 839 367 367 367 435 435 435 IL-5 461 461 461 461 461 461 266 266 266 266 266 266 IL-6 4,311 2,883 3,083 3,472 3,354 3,743 1,904 1,666 1,774 1,975 1,918 2,152 IA-1 233 133 283 308 163 328 1,140 360 375 1,160 380 470 IA-2 35 35 75 35 35 75 622 622 622 636 636 636 IA-3 637 637 637 637 637 637 565 565 565 583 583 583 IA-4 459 459 459 459 459 459 367 367 367 435 435 435 IA-5 7,776 5,032 5,016 6,582 5,042 5,016 266 266 266 266 266 266 IA-6 1,971 1,411 1,361 1,757 1,507 1,457 1,904 1,666 1,774 1,975 1,918 2,152 IA-7 355 355 355 355 355 355 1,140 360 375 1,160 380 470 IA-8 467 467 467 467 467 467 622 622 622 636 636 636 IA-9 437 437 437 437 437 437 565 565 565 583 583 583 IA-10 311 311 311 311 311 311 367 367 367 435 435 435 IA-11 41,791 33,651 35,483 37,102 34,296 36,387 21,093 18,788 18,891 20,465 18,853 41,791 IA-12 6,349 4,773 4,973 5,191 5,043 5,243 1,904 1,666 1,774 1,975 1,918 2,152 EPZ total 69,611 54,223 56,649 61,951 56,105 59,134 35,881 30,820 31,065 35,136 31,402 32,285 Population numbers reflect some double-counting between categories (residents, workforce, schools, etc.)

3-10

0 ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van WC BusNan Ambulance Clinton, IA 50 32 60 9 Scott, IA 149 32 60 22 Rock Island, IL 100 13 2 4 Whiteside, IL 104 6 Total Available 403 83 122 35 Identified Vehicle Need Schools and Day Care 159 66 Special Facilities* 43 29* (34) 20* (25)

Transit-Dependent Public* 12* (24) 25 12 Total Identified Need 214 66 54 32

• Lower demand achieved with two-wave evacuation for transit-dependent (ambulatory) residents and for non-ambulatory patients at larger special facilities.

3-11

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates

4. Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Quad Cities 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 Quad Cities 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. The network relies primarily on the evacuation routings depicted in the public information brochure. 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 ArcGISTM) for conducting field surveys to verify evacuation roadway segment attributes. The information provided in the public information brochure for the site was used to highlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global 4-1

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates 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 Quad Cities 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 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 NRC 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

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates Table 4-1: Quad Cities EPZ Primary Evacuation Routes Out of EPZ

,:EPZ Sub-Areas  : , Evacuation Routes Distance 0 to 2 miles ERPA IL-1 IL 84 South to Rock Island.

ERPA IA-1 US 67 north to Eldridge.

ERPA IA-2 US 67 south to Eldridge.

Distance 2 to 5 miles ERPA IL-2 IL 84 North to US 30 East to Morrison.

ERPA IL-3 IL84 South or 1-88 West to Rock Island.

ERPA IA-3 3 8 0 th Avenue north to Eldridge.

ERPA IA-4 US 67 north; Bluff Road west to Eldridge.

ERPA IA-5 US 67 north to Eldridge.

ERPA IA-6 Bluff Road west; 2 5 7 th Street west to Eldridge.

Distance 5 to 10 miles IL84 North to US 30 East or 1-88 East to IL 78 North to Morrison.

IL84 North to US 30 East or 1-88 East to IL 78 North to Morrison.

ERPA IL-6 IL84 South or 1-88 West to Rock Island.

ERPA IA-7 US 30 west to Eldridge.

ERPA IA-8 290th Street (St. Anns Road) west to Eldridge.

ERPA IA-9 3801h Avenue north; US 30 west to Goose Lake.

ERPA IA-10 240th Street west to Eldridge.

ERPA IA-11 US 67 north; US 30 west to Goose Lake.

ERPA IA-12 US 67 south to Eldridge.

4-3

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ARCADIS Exelon Generation Quad Cities 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 Areas for evacuation are selected based on the "keyhole" configuration (0-2 mile zone plus 2-5 mile or 0-5 mile plus 5-10 mile downwind zone). The partial-EPZ evacuation areas for QCGS are reproduced in Table 5-1, based on the Protective Action Recommendation (PAR) chart. Separate simulations may not be necessary for each of the areas listed in Table 5-1. ETE estimates will generally be controlled by whether one or two critical Sub-Areas (e.g., ERPA IA-5, IA-11) are included. Enough cases will be run to ensure that representative ETE estimates are obtained for all potential scenarios.

Simulations that involve adjacent zones across the Illinois-Iowa border were not listed in Table 5-1. For traffic simulation purposes, the Mississippi River divides the EPZ into two separate domains. Based on designated evacuation routes, no evacuating traffic will cross the river between Illinois and Iowa. (Some people will cross the river to return home before evacuating, but those vehicles are assumed to be included in "background" traffic volumes.)

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

5-1

fa ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 5-1: Potential Evacuation Areas for Quad Cities ETE Analysis 0-2 miles IL-1, IA-1, IA-2 I. 4 4 0-5 miles 009 to 024 IL-1, IA-1, IA-2 IL-3, IA-6 025 to 029 IL-3, IA-4,IA-6 030 to 081 IA-4,IA-6 082 to 090 IA-3,IA-4,IA-6 091 to 116 IA-3,IA-4 117to 165 IA-3 166 to 186 IA-3,IA-5 187 to 215 IA-5 216 to 240 IL-2, IA-5 241 to 289 IL-2 290 to 318 IL-2, IL-3 319 to 008 IL-3 0-10 miles 002 to 025 IL-1, IA-1, IA-2 IA-3,-4,-5,-6 IL-6,IA-12 026 to 031 and IL-2, IL-3 IA-12 032 to 049 IA-10,IA-12 050 to 075 IA-8,IA-10,IA-12 076 to 087 IA-8,IA-10 088 to 106 IA-8 107 to 116 IA-7,IA-8 117 to 146 IA-7 147 to 169 IA-7,IA-9 170 to 186 IA-9,IA-11 187 to 215 IA-11 216 to 229 IL-4, IA-11 230 to 239 IL-4 240 to 267 IL-4, IL-5 268 to 296 IL-5 297 to 318 IL-5, IL-6 319 to 001 IL-6 Entire EPZ IL-1, IA-1, IA-2 IA-3,-4,-5,-6 IA-7, -8, -9, 10, -11, -

_I _and IL-2, IL-3 112 and IL-4, IL-5, IL-6 Note: ETE scenarios for Illinois side of EPZ are independent of Iowa side.

5.2 Initial Notification The EPZ surrounding QCGS 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, county, and local officials to alert the population to turn on their radios and television sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages 5-2

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates will commence on the designated television and Emergency Alert System (EAS) radio stations concurrent with sounding of the sirens. Within 15 minutes of alert notification, essentially all 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, county, and local emergency preparedness officials. Those officials may choose to alert and mobilize an emergency response work force to control and expedite evacuation prior to the evacuation order.

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.

Bus routes to serve the transit-dependent population in Clinton and Camanche, Iowa, are included in the Emergency Response Plan for Clinton County, Iowa.

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 2,500 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.

5-3

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates 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; 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.

Based upon these factors, it was assumed that there would be a period of up to 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> over which the permanent residents would begin to evacuate. That is, permanent resident households would begin to evacuate between 15 and 180 minutes after the decision to notify the population to evacuate is made. Based on estimated warning diffusion and survey results from EPZ residents, during a weekday, 50% would depart within 78 minutes, 90% within 115 minutes, and 99% within 180 minutes. At night or on a weekend, with most household members at home, 50% would depart within 60 minutes, 90% within 100 minutes, and 99% within 140 minutes.

5.4.2 Transient Population It was assumed that the work force would be subject to the same warning diffusion as the general public. Based on estimated warning diffusion and survey results from EPZ residents, it was estimated that 50% of the work force would evacuate within 40 minutes following the decision to evacuate, 90% within 65 minutes, and 99% within 108 minutes. For a few facilities, it may be necessary for a limited number of workers to remain on the job in order to safely shut down processes, secure the facility or maintain essential operations. The evacuation time estimates do not address those workers who remain behind, since there is no reliable basis for predicting whether or how soon they will evacuate. The assumption that all workers evacuate provides a conservative estimate of vehicle demand. Discussions with emergency preparedness officials indicate that the same time distribution is also reasonable for the other transient population categories within the EPZ, including 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.

5-4

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Consistent with the current off-site emergency response plans, the schools will be evacuated via bus to the designated reception center using the same evacuation routes as the public. For school facilities, it was assumed that up to 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> may be required to assemble buses, transport vehicles to schools and to load students onto buses. Vehicles stationed at the facilities at the time of the ordered evacuation could I be loaded in as little as 15 minutes following notification. Accordingly, 50% of school buses depart onto the evacuation network during the period between 15 and 75 I minutes, 90% by 135 minutes, and 99% by 165 minutes. The school profile was also applied for daycare facilities.

I Evacuation of special facilities (nursing homes, hospitals, and prisons) would also require additional time associated with preparation and transport of vehicles to the respective facilities. Those special facilities will evacuate directly to designated host facilities, except for the Clinton County jail, for which the response plan is to shelter in place, not evacuate. 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. The I first 50% will depart within 90 minutes, 90% within 150 minutes, and 99% within 180 minutes.

Departure times - Quad Cities EPZ 1

Cm W--

0.8 0 resident day C

0 0.6 - resident night 4- -worker GI

.Ž 0.4 - schools E

E0.2 - special 0 ---- transit depend 0

0 50 100 150 200 time (minutes)

Figure 5-1. Departure Time Distributions for the Quad Cities EPZ 5-5

Va ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates 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.

5.5.1 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.

-Venfied Evacuation STravel Tirnes Netork -Queue Lenglhs

. O-D Matices *Botlienecks

-Traffic Demnand Volumes Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite 5-6

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates 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 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 5-7

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates

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

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 toVISSIM.

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 ARCADIS Quad Cities 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 1:45 to 1:55, and 100% ETEs are 3:05 to 3:20. The times are longest for summer weekday and winter weekday scenarios with adverse weather.

For the 2-mile plus all 5-mile zones, the 90% ETEs are 2:40 to 3:25, and the 100%

ETEs are 3:45 to 5:00. For the full EPZ, the 90% ETEs are 3:50 to 5:00, while the 100% ETEs are 5:40 to 7:15.

The times for the 5-mile zones and for the full EPZ are indicative of significant delays related to traffic congestion. The differences in vehicle demand between scenarios are I up to 18% of total demand, and the predicted ETEs vary by up to 25%. Adverse weather adds 5 to 10 minutes for the summer weekday ETEs, and 10 to 20 minutes for the winter weekday ETE.

6.2 Comparison with Previous Study The ETEs for the current study are somewhat longer than the ETEs from the 2005 study. Vehicle demand for the full EPZ for the current study (35,881 for Winter Weekday) is about 25% higher than vehicle demand from 2005 (27,798), and the new 100% ETE is 7:00, compared to 3:45 in 2005. The current ETEs also reflect the addition of background traffic and slightly longer departure times (based on the survey of residents).

6.3 Keyhole Evacuation Scenarios ETEs for scenarios that reflect the current range of Protective Action Recommendation (PAR) scenarios to evacuate the near-field population and selected downwind zones are summarized in Table 6-2. These results indicate that PAR scenarios involving Sub-Area IA-5 (the city of Camanche) have the longest ETEs for evacuations extending to 5 miles downwind, while PAR scenarios involving Sub-Area IA-11 (Clinton, IA)have the longest times for scenarios extending to 10 miles downwind.

6-1

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates 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 (1:45) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Quad Cities are shown in Figure 6-

1. The departure curves are much steeper at the beginning of Stage 2, because people are able to return home and prepare to depart during Stage 1.

Results for staged evacuation scenarios are summarized in Table 6-3. The ETEs for the staged scenarios are consistently longer than the corresponding "unstaged" ETEs, in a few cases by an hour or more. The modeled results indicate that staged evacuation for Quad Cities would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone, and significant penalty, in terms of increased ETEs for the zones which would initially be ordered to shelter.

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, 10, 15 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 15% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to 5:04, an increase of 24 minutes. With a 20% increase in population, the 90% ETE increased to 5:16, an increase of 36 minutes. These results demonstrate that a population increase of more than 15% above the 2010 census values would be required to cause the ETE to increase by 30 minutes. (Linear extrapolation indicates 6-2

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates I that a population increase of 17% would produce an ETE increase of approximately 30 minutes.) Since the EPZ residential population for Quad Cities changed by less than 1% between 2000 and 2010, it appears highly unlikely that an increase of 15% 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 15% increase in population, the 100% ETE for the full EPZ increased by 33 minutes, from 7:00 to 7:33. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs. The recommended "update threshold" for the Quad Cities EPZ, based on population growth, is therefore 15%.

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 Quad Cities, the five highest-volume roadways for this scenario are listed below:

• 380t Avenue northbound - 8,944 vehicles

• IA 136 northwest- 5,350 vehicles

• US 67 northbound north of US 30 - 4,260 vehicles

• US 30 westbound - 3,620 vehicles

• 1-80 westbound - 3,270 vehicles Predicted traffic volumes by link for the "base case" simulation with the full roadway network are shown in Figure 6-3.

One link in the highest-volume roadway, 380th Avenue northbound, was removed for the roadway impact scenario. The impact location is shown in Figure 6-4. With this roadway unavailable, the ETEs increased from 4:40 (90%) and 6:35 (100%) to 5:40 (90%) and 8:10 (100%). The traffic flow by link for the roadway impact scenario is shown in Figure 6-4. With 3 8 0 th Avenue unavailable, traffic flow increases on US 30 westbound and then north on 330th Avenue.

6-3

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates 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 17 miles per hour, which indicates that traffic is encountering significant congestion during most of the simulation. The average travel time of 3.89 hours0.00103 days <br />0.0247 hours <br />1.471561e-4 weeks <br />3.38645e-5 months <br /> reflects travel to the designated reception center, rather than the travel time to exit the EPZ.

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 two sequential sets of bus runs from Clinton and Camanche. The first run would begin 90 minutes after the evacuation notice, allowing time for evacuees to prepare and to travel to designated pickup points. The time sequence would then proceed in the following steps:

• 45 minutes for the bus to traverse up to ten pickup points (5 miles at 20 mph = 15 minutes) and load passengers (4 minutes per stop = 40 minutes)

• 55 minutes to travel out to reception center (up to 15 miles @ 30 mph = 30 minutes), unload (10 minutes), confirm route for next trip (5 minutes) and return to start of route (up to 15 miles at 45 mph = 20 minutes)

• Repeat pickups (45 minutes) and travel out of EPZ (20 minutes). TOTAL = 4:15 For non-ambulatory residents, a single set of trips for ambulances and WC buses is planned, based on estimated need. The estimated mobilization time for these trips is 120 to 150 minutes; with at most three pickups, each taking 15 minutes, and 30 miles total travel at 30 mph, the ETE is again 4:15 (255 minutes).

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 again based on a three-step time sequence: (1) mobilization, (2) loading, and (3) travel out of the EPZ.

6-4

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates Mobilization and loading times are generally the largest components. At nursing homes and assisted living facilities, each ambulance or WC van will require about 15 minutes to load, with multiple vehicles loading simultaneously; buses and vans will require about 10 minutes to load. School buses will generally require on the order of 90 to 120 minutes to contact drivers, provide them with instructions and deploy them to assigned schools. Vans for daycares are expected to deploy more quickly. 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 CQ ARCADIS Quad Cities Evacuation Time Estimates Table 6-1: Evacuation Time Estimate Summary for Quad Cities Station EPZ Summer Winter, Weekend Weekend..

midweek' ...

w DDaytime i. Midoweek Dayime.. Daytime "

. - Daytime Evening Affected ERPAs9 Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of Affected Areas IA-I,IA-2,IL-1 2-mile Zone 1:45 1:50 1:45 1:45 1:45 1:55 1:45 1:45 IA-1,-2,-3,-4,-5,--6,1L-1,-2,-3 5-mile Zone 3:05 3:15 2:55 2:40 3:05 3:25 2:55 2:40 ALL 10-mile EPZ 4:40 4:50 4:25 3:50 4:45 5:00 4:20 3:50 100% Evacuation of Affected Areas IA-I,IA-2,IL-1 2-mile Zone 3:10 3:15 3:10 3:05 3:20 3:30 3:15 3:05 IA-1,-2,-3,-4,-5,-6,1L-1,-2,-3 5-mile Zone 4:25 4:50 4:25 3:45 4:25 5:00 4:25 3:45 ALL 10-mile EPZ 6:35 6:50 6:35 5:45 7:00 7:15 6:30 5:40 6-6

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

(a) 2-mile Zone plus 5 Miles Downwind (90% ETE)

Summer* *Winter

___ __idweek Midweek Daytime Daytime Weekend Daytime Evening Midweek Day ime Weekend Daytime Evening Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Affected ERPAs Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of 2-mile Zone and 5 Miles Downwind 2-mile plus IA-6,IL-3 N 2:15 2:25 2:05 1:50 2:20 2:40 2:10 1:55 2-mile,IA-4,IA-6,IL-3 NNE,NE 2:20 2:30 2:10 1:55 2:15 2:35 2:05 1:50 2-mile,IA-4,IA-6 ENE 2:20 2:30 2:10 1:55 2:15 2:35 2:05 1:50 2-mile,IA-3,-4,-6 E 2:25 2:35 2:15 2:00 2:30 2:50 2:20 2:05 2-mile,IA-3,IA-4 ESE 2:30 2:40 2:20 2:05 2:35 2:55 2:25 2:10 2-mile,IA-3 SE 2:35 2:45 2:25 2:10 2:40 3:00 2:30 2:15 2-mile,IA-3,IA-5 SSE,S 3:05 3:15 2:55 2:40 3:05 3:25 2:55 2:40 2-mile,IA-5 SSW 2:55 3:05 2:45 2:30 2:55 3:15 2:45 2:30 2-mile,IA-5,IL-2 SW 2:55 3:05 2:45 2:30 2:55 3:15 2:45 2:30 2-mile,IL-2 WSW,W 2:05 2:15 1:55 1:40 2:05 2:25 1:55 1:40 2-mile,IL-2,IL-3 WNW,NW 2:10 2:20 2:00 1:45 2:10 2:30 2:00 1:45 2-mile, IL-3 NNW 2:10 2:20 2:00 1:45 2:10 2:30 2:00 1:45 6-7

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates (b) 5-mile Zone plus 10 Miles Downwind (90% ETE)

Summer Winter MiwekDatie Miwekatie Weekend

• Daytime ayieeken W_____ ...

Evening

• Midweek Daytime * .Daytie

.Daytime Weeken Evng Evening Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal I Adverse Normal Normal 90% Evacuation of 5-mile Zone and 10 Miles Downwind 5-mile plus IA-12,IL-6 N 3:40 3:50 3:25 2:50 3:40 4:00 3:20 2:50 5-mile, IA-12 NNE 3:40 3:50 3:25 2:50 3:40 4:00 3:20 2:50 5-mile, IA-10,-12 NNE 3:45 3:55 3:30 2:55 3:40 4:00 3:20 2:50 5-mile, IA-8,-10,-12 NE 3:40 3:50 3:25 2:50 3:40 4:00 3:20 2:50 5-mile, IA-8,-10 ENE 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IA-8 ENE 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IA-7,-8 E 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IA-7 ESE 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IA-7,-9 SE 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IA-9 SSE 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IA-9,IA-11 S 4:40 4:50 4:25 3:50 4:40 5:00 4:20 3:50 5-mile, IA-11 SSW 4:40 4:50 4:25 3:50 4:40 5:00 4:20 3:50 5-mile, IA-11,IL-4 SW 4:35 4:45 4:20 3:45 4:45 5:05 4:25 3:55 5-mile, IL-4 WSW 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IL-4, IL-5 W 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IL-5,-6 WNW,NW 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 5-mile, IL-6 NNW,N 3:45 3:55 3:30 2:55 3:45 4:05 3:25 2:55 6-8

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates (c) 2-mile Zone plus 5 Miles Downwind (100% ETE)

Summer , Winter*

__________ ____ Midweek

___ rne Dme

____ ate Daytime Evenin Miwe Datie Evening'.'Midweek DaytimeWeekendWekend Daytime Evening (1) (2) (3) (4) (5) (6) (7) (8)

Affected ERPAs Scenario:

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 100% Evacuation of 2-mile Zone and 5 Miles Downwind 2-mile plus IA-6,1L-3 N 3:45 4:05 3:45 3:05 3:45 4:20 3:45 3:05 2-mile,IA-4,IA-6,IL-3 NNE,NE 3:50 4:10 3:50 3:10 3:45 4:20 3:45 3:05 2-mile,IA-4,IA-6 ENE 3:50 4:10 3:50 3:10 3:45 4:20 3:45 3:05 2-mile,IA-3,-4,-6 E 4:15 4:35 4:15 3:35 4:15 4:50 4:15 3:35 2-mile,IA-3,IA-4 ESE 4:15 4:35 4:15 3:35 4:15 4:50 4:15 3:35 2-mile,IA-3 SE 4:15 4:35 4:15 3:35 4:15 4:50 4:15 3:35 2-mile,IA-3,IA-5 SSE,S 4:20 4:40 4:20 3:40 4:20 4:55 4:20 3:40 2-mile, IA-5 SSW 4:20 4:40 4:20 3:40 4:20 4:55 4:20 3:40 2-mile,IA-5,IL-2 SW 4:25 4:45 4:25 3:45 4:20 4:55 4:20 3:40 2-mile,IL-2 WSW,W 3:25 3:45 3:25 2:45 3:35 4:10 3:35 2:55 2-mile,IL-2,IL-3 WNW,NW 3:25 3:45 3:25 2:45 3:35 4:10 3:35 2:55 2-mile, IL-3 NNW 3:25 3:45 3:25 2:45 3:35 4:10 3:35 2:55 6-9

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates (d) 5-mile Zone plus 10 Miles Downwind (100% ETE)

Affected ERPAs II Scenario: II (1) II (2) II (3) II (4) I (5) I 1 (6) II (7) II (8)

I weather: I Normal I Adverse I Normal I Normal I Normal I Adverse I Normal I Norrnal 100% Evacuation of 5-mile Zone and 10 Miles Downwind 5-mile plus IA-12,IL-6 N 5:10 5:25 5:10 4:20 5:10 5:25 4:50 4:10 5-mile, IA-12 NNE 5:10 5:25 5:10 4:20 5:10 5:25 4:50 4:10 5-mile, IA-10,-12 NE 5:10 5:25 5:10 4:20 5:10 5:25 4:50 4:10 5-mile, IA-8,-10,-12 NE 5:10 5:25 5:10 4:20 5:15 5:30 4:55 4:15 5-mile, IA-8,-10 ENE 5:05 5:20 5:05 4:15 5:15 5:30 4:55 4:15 5-mile, IA-8 ENE 5:05 5:20 5:05 4:15 5:05 5:20 4:45 4:05 5-mile, IA-7,-8 E 5:10 5:25 5:10 4:20 5:05 5:20 4:45 4:05 5-mile, IA-7 ESE 5:15 5:30 5:15 4:25 5:05 5:20 4:45 4:05 5-mile, IA-7,-9 SE 5:15 5:30 5:15 4:25 5:05 5:20 4:45 4:05 5-mile, IA-9 SSE 6:30 6:45 6:30 5:40 6:55 7:10 6:30 5:35 5-mile, IA-9,IA-11 S 6:30 6:45 6:30 5:40 6:55 7:10 6:30 5:35 5-mile, IA-11 SSW 6:30 6:45 6:30 5:40 6:55 7:10 6:30 5:35 5-mile, IA-11,IL-4 SW 6:35 6:50 6:35 5:45 7:00 7:15 6:30 5:40 5-mile, IL-4,-5 WSW 5:00 5:15 5:00 4:10 5:15 5:30 4:55 4:15 5-mile, IL-S W 5:00 5:15 5:00 4:10 5:15 5:30 4:55 4:15 5-mile, IL-5,-6 WNWNW 5:10 5:25 5:10 4:20 5:10 5:25 4:50 4:10 5-mile, IL-6 NNW,N 5:10 5:25 5:10 4:20 5:10 5:25 4:50 4:10 6-10

Exelon Generation V2 ARCADIS Quad Cities Evacuation Time Estimates Table 6-3: Evacuation Time Estimates for Partial EPZ Scenarios (staged)

(a) 2-mile Zone plus 5 Miles Downwind (90% ETE)

. Summer Winter Midweek DaytimeEvening WeekendWeekend Midweek__Daytime____Daytime EM Midweek Daytime Daytime T Evening Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of 2-mile Zone and 5 Miles Downwind (STAGED) 2-mile plus IA-6,1L-3 N 2:50 3:00 2:50 2:55 2:55 3:15 2:50 2:50 2-mile,IA-4,IA-6,IL-3 NNE,NE 2:50 3:00 2:50 2:55 2:55 3:15 2:50 2:50 2-mile,IA-4,1A-6 ENE 2:50 3:00 2:50 2:55 2:55 3:15 2:50 2:50 2-mile,lA-3,-4,-6 E 3:00 3:10 3:05 3:10 3:00 3:20 3:05 3:10 2-mile,IA-3,IA-4 ESE 3:00 3:10 3:05 3:10 3:00 3:20 3:05 3:10 2-mile,IA-3 SE 3:00 3:10 3:05 3:10 3:00 3:20 3:05 3:10 2-mile,IA-3,IA-5 SSE,S 3:25 3:35 3:20 3:20 3:25 3:45 3:20 3:20 2-mile,IA-5 SSW 3:15 3:25 3:15 3:20 3:20 3:40 3:20 3:20 2-mile,IA-5,IL-2 SW 3:15 3:25 3:15 3:20 3:20 3:40 3:20 3:20 2-mile,IL-2 WSW,W 2:25 2:35 2:40 2:45 2:25 2:45 2:40 2:40 2-mile,IL-2,IL-3 WNW,NW 2:25 2:35 2:40 2:45 2:25 2:45 2:40 2:40 2-mile, IL-3 NNW 2:25 2:35 2:40 2:45 2:25 2:45 2:40 2:40 6-11

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates (b) 2-mile Zone plus 5 Miles Downwind (100% ETE)

Summer Winter Weekend

• Weekend.. ....

Midweek Daytime Evening. Midweek Daytime weekend vening Midweek Daytime Daytime Daytime Evening Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 100% Evacuation of 2-mile Zone and 5 Miles Downwind (STAGED) 2-mile plus IA-6,IL-3 N 3:45 4:05 3:20 3:20 3:50 4:25 3:20 3:20 2-mile,IA-4,IA-6,IL-3 NNE,NE 3:45 4:05 3:20 3:20 3:50 4:25 3:20 3:20 2-mile,IA-4,IA-6 ENE 3:45 4:05 3:20 3:20 3:50 4:25 3:20 3:20 2-mile,IA-3,-4,-6 E 4:20 4:40 3:40 3:40 4:15 4:50 3:40 3:40 2-mile,IA-3,IA-4 ESE 4:20 4:40 3:40 3:40 4:15 4:50 3:40 3:40 2-mile,IA-3 SE 4:20 4:40 3:40 3:40 4:15 4:50 3:40 3:40 2-mile,IA-3,IA-5 SSE,S 4:25 4:45 3:50 3:50 4:20 4:55 3:50 3:50 2-mile,IA-5 SSW 4:25 4:45 3:50 3:50 4:20 4:55 3:50 3:50 2-mile,IA-5,IL-2 SW 4:25 4:45 3:50 3:50 4:25 5:00 3:50 3:50 2-mile,IL-2 WSW,W 3:25 3:45 3:15 3:15 3:35 4:10 3:15 3:15 2-mile,IL-2,IL-3 WNW,NW 3:25 3:45 3:15 3:15 3:35 4:10 3:15 3:15 2-mile, IL-3 NNW 3:25 3:45 3:15 3:15 3:35 4:10 3:15 3:15 6-12

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Departure times - Quad Cities EPZ t

-resident day Cm0.8

-resident night

,0 0.4 -worker

-schools

-special z 0.2

- transit depend 0 100 00 50 100 150 200 time (minutes)

Figure 6-1. Departure Curves for Stage 2 Zones, Quad Cities EPZ 6-13

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates Quad Cities--Population Growth vs ETE (Full EPZ) 5:20 5:15 1 y = 0.1214x + 0.1943 5:105 R' = 0.9909

~,5:05 j E 5:00 i- 4:55 lOmile 0

4:50 - Upper 4:45- Linear (lOmile) 4:40 4:35 4:30 0% 5% 10% 15% 20%

Pop Increase %

Figure 6-2. Quad Cities Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-14

Va ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Figure 6-3. Quad Cities Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-15

Exelon Generation Q ARCADIS Quad Cities Evacuation Time Estimates Figure 6-4. Quad Cities Predicted Traffic Volume by Link with 380"t Avenue Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-16

Exelon Generation Q ARCADIS Quad Cities Evacuation Time Estimates Evacuation vehicles by Hour Crossing EPZ Boundary Fair Weather, Winter Day, Full EPZ Scenario 10000 9000 8000 0

7000 C-0.

6000 oA 5000 Ea, 4000 I " 2-mile z " 5-mile 3000 n 10-mile 2000 1000 0

zJ4I II 1 2 3 4 5 6 7 8 Simulation Hour 10-mile: 90% ETE = 4:45, 100% = 7:00 Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-17

Exelon Generation ARCADIS Quad Cities Evacuation Time Estimates Mobilization and Cumulative EPZ Evacuation 100.0%

33 30 90.0%

27 80.0%

24 70.0%

21 60.0%

M3t 18 50.0%

15 -Simulation 40.0% -Mobilization 12 30.0%

9 20.0%

6 3 10.0%

0 0.0%

0 50 100 150 200 250 300 350 400 450 Time after Evacuation Order Issued (min)

Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 35,881) 6-18

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

Avg Delay (s) 5,133.7 302.4 7,458.4 Avg Stop Delay (s) 968.5 49.9 1,410.5 Avg # of Stops 651.7 26.1 952.7 Avg Speed (mph) 20.77 41.2 17.16 Avg Travel Time (min) 3.05 1.37 3.89 Vehicle Hours Traveled 138,100 20,743 117,357

1. of Completed Trips 46,371 15,098 31,273 6-19

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

Vehicles Distance Outbound Travel Loading TimeIto Mobilization to EPZ Travel ETE Facility Population # i Time EPZ Time (m)n ) (min)

,Type Boundary Speed B d Boundary: mina

• (mi) (mph) (min)

Mercy Living North 90 2/3 Ambulance/WC Bus 120 30 4.6 37.2 7 157 2 Bus/van 120 15 4.6 37.2 7 142 Mercy Living South 113 2/3 Ambulance/WC Bus 120 30 4.6 37.2 7 157 3 Bus/van 120 15 4.6 37.2 7 142 Mercy Hospital (N)a 210 3/3 Ambulance/WC Bus 120 30 4.6 37.2 7 157 (trip 2) 214 30 4.6 37.2 7 251 6 Bus/van 120 30 4.6 37.2 7 157 Alverno Health a 173 2/3 Ambulance/WC Bus 120 30 3.5 40.7 5 155 (trip 2) 210 30 3.5 40.7 5 245 5 Bus/van 120 30 3.5 40.7 5 155 Harding Retirement 85 3/4 Ambulance/WC Bus 120 30/45 4.3 37.2 7 157/172 4 Bus/van 120 30 4.3 37.2 7 157 Bickford Cottage 90 1/4 Ambulance/WC Bus 120 30/45 3 40.7 4 154/169 4 Bus/van 120 30 3 40.7 4 154 Country Side 71 1 WC Bus 120 30 3 40.7 4 154 2 Bus/van 120 15 3 40.7 4 139 Eagle Point Nursing 190 2/5 Ambulance/WC Bus 120 30/60 4 45.7 5 155/185 5 Bus/van 120 30 4 45.7 5 155 Lyons Manor 80 1/1 Ambulance/WC Bus 120 30 4 45.7 5 155 3 Bus/van 120 15 4 45.7 5 139 Park Towers 107 2/1 Ambulance/WC Bus 120 30 4 45.7 5 155 4 Bus/van 120 30 4 45.7 5 155 6-20

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

Facility Population Vehicles Mobilization Loading Distance Outbound Travel ETE Prairie Hills 100 2/1 Ambulance/WC Bus 120 30 3 40.7 4 154 5 Bus/van 120 30 3 40.7 4 154

' ETE for ambulances and WC buses for Mercy Hospital and for Alverno Health based on two trips 6-21

ARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 6-6: ETE for School and Daycare Facilities in Quad Cities EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Riverdale HS 346 7 Bus 120 45 5 46.9 6 171 Riverdale MS 250 5 Bus 120 45 5 46.9 6 171 Riverdale ES 599 11 Bus 120 45 5 46.9 6 171 Grissom ES 264 5 Bus 120 45 10 17.6 34 199 Pleasant Valley JHS 572 11 Bus 120 45 4 17.6 14 179 Bridgeview ES 331 7 Bus 120 45 3.3 17.6 11 176 Cody ES 332 7 Bus 120 45 5.5 17.6 19 184 Lincoln HS 98 2 Bus 90 30 10 40.9 15 135 Camanche HS 326 6 Bus 120 45 14.5 54.2 16 181 Camanche ES 381 7 Bus 120 45 14.5 54.2 16 181 Camanche MS 345 7 Bus 120 45 14.5 54.2 16 181 Bluff Elem 507 10 Bus 120 45 4 45.7 5 170 Eagle Heights ES 580 11 Bus 120 45 4 45.7 5 170 Lyons MS 342 7 Bus 120 45 4 45.7 5 170 Prince of Peace HS 291 6 Bus 120 45 4 45.7 5 170 Whittier ES 309 6 Bus 120 45 4 37.2 6 171 Jefferson ES 471 9 Bus 120 45 4.3 37.2 7 172 Washington MS 630 12 Bus 120 45 4.3 37.2 7 172 Clinton HS 1,250 23 Bus 120 45 4.7 37.2 8 173 Messiah Preschool 18 4 auto 60 15 5 46.9 6 81 IECT Clinton Head St 88 6 bus or van 90 30 10 40.9 15 135 St John Lutheran Pre 24 6 auto 60 15 4 45.7 5 80 6-22

SARCADIS Exelon Generation Quad Cities Evacuation Time Estimates Table 6-6: ETE for School and Daycare Facilities in Quad Cities EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles. Mobilization M izo Lodn Loading :Distance. ....". :.. -Outbound

- :- .:-..: . , Travel

.. .*... Time

ý : --..-..

I . .. ..-to EPZ Travel to EPZ*P:.

Facility Population Time Time ETE-(min)

1. Type (mn) (min Boundary Speed Boundary:

(mi) (mph) (min)

Zion Day Care 115 7 bus or van 90 30 10 40.9 15 135 Wee School 90 6 bus or van 90 30 6 40.9 9 129 Mercy Child & Pre 147 9 bus or van 90 30 5 40.9 7 127 Ashford Pre-School 50 3 bus or van 60 15 8 40.9 12 87 YWCA Day Care 103 7 bus or van 90 30 8 40.9 12 132 Kiddie Karasel 105 8 bus or van 90 30 5.5 17.6 19 139 Stay & Play DC 52 3 bus or van 60 15 8 40.9 12 87 Unity Christian 50 3 bus or van 60 15 10 40.9 15 90 Kids' First Academy 133 8 bus or van 90 30 14.5 54.2 16 136 Family Day Care 12 3 auto 60 15 10 40.9 15 90 YWCA Day Care L 92 6 bus or van 90 30 10 40.9 15 135 Kiddie Karasel 105 8 bus or van 90 30 5.5 17.6 19 139 6-23

ARCADIS Exelon Generation Quad Cities 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 Quad Cities 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 congested intersections is summarized in Table 7-1. The average queue length exceeds 200 feet at five intersections inside the EPZ; all of those locations are in Clinton, IA or on roads carrying traffic out of Clinton. Only one of those intersections is signalized. The worst queuing is predicted at the intersection of IA 136 and County Hwy Z36 near Goose Lake, several miles outside the EPZ.

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.

7.3 Traffic Management Locations and Tactics to Facilitate Evacuation The traffic simulation results for Quad Cities indicate that traffic flow will encounter significant congestion in and around Clinton, IA. 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. Early in the simulation, congestion develops along Main Avenue in Clinton and on roads traveling north into Main Avenue.

Travel speeds are low for several hours along Main Avenue between 2 nd Street and 1 6 m Street NW. Northwest of Clinton, (outside the EPZ), congestion develops at the intersection of IA 136 and County Z36, with traffic flows converging from the east, southeast and south. (A more extensive traffic network outside the EPZ would provide more alternative routes for northbound traffic.)

7-1

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

Average.

Intersection Name County or City Control Type Queue Volume.

• _ _ _ (feet)

IA 136 & 390th Ave Goose Lake, IA Two-way stop 678 33,650 Co Hwy Z36 & Co Hwy F12 West of Clinton* Two-way stop 185 15,448 Co Hwy Z36 & 210th St West of Clinton* Two-way stop 114 15,418 Co Hwy Z36 & 190th St North of Clinton Two-way stop 168 15,418 Main Ave (IA 136) & 16th St Clinton, IA* Two-way stop 170 13,440 Co Hwy Z36 & 230th St West of Clinton* Two-way yield 473 12,454 Co Hwy E62 & 442nd Ave North of Clinton Two-way stop 266 11,520 E LeClaire Rd & S 1st St Eldridge, IA Signalized 198 10,296 Main Ave (IA 136) & N 3rd St Clinton, IA* Signalized 374 9,846 Main Ave (IA 136) & Mill Creek Pkwy Clinton, IA* Two-way Stop 237 8,914 Lincoln Hwy (US 30) @ Ramp for Co Hwy Z36 West of Clinton* Two-way stop 283 8,040 Intersection inside the EPZ 7-2

Exelon Generation CA ARCADIS Quad Cities Station Evacuation Time Estimates

8. References Earth Tech, 2005: Evacuation Time Estimates for the Quad Cities Station Plume Exposure Pathway Emergency Planning Zone, prepared by Earth Tech, Inc. for Exelon Nuclear, June 2005.

NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparednessin 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.

8-1

0 ARCADIS Appendix A Transient and Special Facility Population Data

mr~r___U IFacility

_Legend Type E- N4wton 0 EMPLOYMENT Comers: Fenton

• HOTEL W. A 0%W RECREATION Base Data Legend

1. Quad Cities Plant 10 Miles from Plant Erie Township Boundary Sub-Area Boundary c, a~EPZ Boundary 9t N 1v 0 2 4 o I ARCADIS I GEEATO -,LO QUAD CITIES GENERATING STATION POPULATION DISTRIBUTION - SUS-AEAS Appendix A - PageI of8

- Legend Facility Type Corner: Feto SCHOOLJDAYCARE 9 SPECIAL/HEALTH 90 Base Data Legend INOO Quad Cities Plant 10 Miles from Plant Er[ie Township Boundary Sub-Area Boundary 2* EPZ Boundary 0 2 4 V2 ARCADIS EXLNGNRTO IQUAD CITIES GENERATING jSTATION POPUJLA77ON

______________ jjSjjjAEAS Appenvdix A -Page 20of8

Table A-1. Employers in Quad Cities EPZ population vehicle demand winter winter winter summer summer summer Occ Employer zone day night weekend day night weekend WD WNt WWkd Sday SNt SWkd Fac adjust 3M CO IL-1 320 80 0 320 80 0 240 60 0 240 60 0 1 0.75 Exelon Nuclear Quad Cities IL-1 750 150 150 750 150 150 750 150 150 750 150 150 1 1 ADM IA-5 445 70 0 445 70 0 334 53 0 334 53 0 1 0.75 BEMIS CLYSAR IA-5 300 75 0 300 75 0 225 56 0 225 56 0 1 0.75 BRIDGES AUTO INC IA-5 50 0 20 50 0 20 38 0 15 38 0 15 1 0.75 BRIDGEVIEW COMMUNITY MENTAL IA-5 50 0 0 50 0 0 38 0 0 38 0 0 1 0.75 CLAUSEN CO IA-5 100 0 0 100 0 0 75 0 0 75 0 0 1 0.75 DETERMANN ASPHALT PAVING IA-5 50 0 0 50 10 0 38 0 0 38 8 0 1 0.75 HY-VEE IA-5 80 80 80 80 80 80 60 60 60 60 60 60 1 0.75 IPSCO TUBULARS INC IA-5 80 40 0 80 40 0 60 30 0 60 30 0 1 0.75 Medical Associates Clinton IA-5 200 0 0 200 0 0 150 0 0 150 0 0 1 0.75 MSI FABRICATION & CONSTR IA-5 70 10 0 70 10 0 53 8 0 53 8 0 1 0.75 NATIONAL BY-PRODUCTS INC IA-5 80 20 0 80 20 0 60 15 0 60 15 0 1 0.75 SETHNESS PRODUCTS CO IA-5 45 15 0 45 15 0 34 11 0 34 11 0 1 0.75 STAMPEDE PRODUCTS IA-5 45 10 0 45 10 0 34 8 0 34 8 0 1 0.75 EQUISTAR CHEMICALS LP IA-6 300 50 0 300 50 0 225 38 0 225 38 0 1 0.75 BETTER FAMILY FURNITURE IA-11 80 20 0 80 20 0 60 15 0 60 15 0 1 0.75 CLINTON HERALD IA-11 75 0 0 75 0 0 56 0 0 56 0 0 1 0.75 CLINTON PARKS & RECREATION IA-11 80 0 0 80 0 0 60 0 0 60 0 0 1 0.75 COLLIS INC IA-11 240 60 0 240 60 0 180 45 0 180 45 0 1 0.75 Custom-Pak IA-11 400 120 0 400 120 0 300 90 0 300 90 0 1 0.75 D M SVC INC IA-11 120 80 0 120 80 0 90 60 0 90 60 0 1 0.75 DATA DIMENSIONS CORP IA-11 200 50 0 200 50 0 150 38 0 150 38 0 1 0.75 FOCUS SERVICES IA-11 120 30 0 120 30 0 90 23 0 90 23 0 1 0.75 HOME DEPOT IA-11 35 35 30 35 35 30 26 26 23 26 26 23 1 0.75 MC ELENEY MOTORS INC IA-11 65 0 15 65 0 15 49 0 11 49 0 11 1 0.75 NESTLE PURINA PET CARE CO IA-11 214 71 0 214 71 0 161 53 0 161 53 0 1 0.75 PROMOTION FULFILLMENT CTR IA-11 140 0 0 140 0 0 105 0 0 105 0 0 1 0.75 QUALITY SURGERY CTR IA-11 50 0 0 50 0 0 38 0 0 38 0 0 1 0.75 ROCK-TENN CO IA-11 250 50 0 250 50 0 188 38 0 188 38 0 1 0.75 SEVENTH AVENUE INC IA-11 80 0 0 80 0 0 60 0 0 60 0 0 1 0.75 UFP TECHNOLOGIES INC IA-11 80 30 0 80 30 0 60 23 0 60 23 0 1 0.75 W J YOUNG & CO IA-11 50 0 0 50 0 0 38 0 0 38 0 0 1 0.75 WAL-MART SuperCenter IA-11 100 75 75 100 75 75 75 56 56 75 56 56 1 0.75 WILD ROSE CASINO & RESORT IA-11 80 120 120 80 120 120 60 90 90 60 90 90 1 0.75 Notes Adjust Factor 0.75 for workers; assumes 50 percent of workers reside in EPZ, and 50 percent of those return home Adjust factor 1.0 for Quad Cities plant. All workers travel outbound.

Appendix A - Page 3 of 8

Table A-2. Recreation Facilities in Quad Cities EPZ population vehicle demand winter winter summer summer summer Occ Recreation zone winter day night weekend day night weekend WD WNt WWkd Sday SNt SWkd Fac adjust Cordova Drag IL-1 0 0 150 0 0 300 0 0 75 0 0 150 2 1 Camp Hauberg IL-6 0 0 0 285 285 474 0 0 0 190 190 316 1.5 1 Byron Hills GC (18) IL-6 0 0 200 100 0 200 0 0 107 54 0 107 1.4 0.75 Upper Miss NWR IA-1 0 0 20 0 0 20 0 0 10 0 0 10 2 1 Fairbanks Fishing IA-1 150 50 150 150 50 150 75 25 75 75 25 75 2 1 Rock Creek Park IA-1 20 20 50 95 50 95 10 10 25 48 25 48 2 1 Princeton Wildlife IA-2 10 10 50 10 10 50 5 5 25 5 5 25 2 1 Camanche Marina IA-5 75 0 150 150 0 150 19 0 38 38 0 38 2 0.5 Clinton CC (18 + club) IA-11 70 30 140 70 60 140 18 8 35 18 15 35 2 0.5 Anchorage Marina IA-11 60 0 120 120 0 120 15 0 30 30 0 30 2 0.5 Riverview Park IA-ll 500 350 1500 1000 750 1500 125 88 375 250 188 375 2 0.5 Riverview Stadium IA-11 800 1000 1200 1000 1200 1200 300 375 450 375 450 450 2 0.75 Mississippi Belle IA-11 670 670 670 670 670 670 335 335 335 335 335 335 2 1 Showboat Theatre IA-11 0 0 0 0 180 180 0 0 0 0 90 90 2 1 Erickson Comm Ctr IA-11 70 200 200 70 200 200 18 50 50 18 50 50 2 0.5 Valley Oaks GC (27 h) IA-11 0 0 250 125 0 250 0 0 63 31 0 63 2 0.5 Wild Rose Casino IA-11 375 375 750 750 750 1500 213 213 425 425 425 850 1.5 0.85 Clinton Marina IA-11 148 0 296 296 0 296 56 0 ill ill 0 111 2 0.75 Clinton shopping district IA-11 1050 1500 1500 1050 1500 1500 525 750 750 525 750 750 1.5 0.75 Olathea GC (9 hole) IA-12 0 0 100 50 0 100 0 0 38 19 0 38 2 0.75 Green Gable Marina IA-12 0 0 100 0 0 100 0 0 38 0 0 38 2 0.75 Appendix A - Page 4 of 8

Table A-3. Quad Cities EPZ Hotel and Motel persons vehicles sub- week- week- week- week- week- week-area rooms day night end day night end Super 8 Motel IA-5 63 72 72 126 48 48 63 Holiday Inn Express IA-11 67 78 78 134 52 52 67 Country Inn & Suites IA-11 63 72 72 126 48 48 63 Oak Tree Inn IA-11 123 144 144 246 96 96 123 Wild Rose Casino IA-11 60 66 66 120 44 44 60 Regency Inn & Conf Center IA-11 100 120 120 200 80 80 100 Travel Inn IA-11 52 78 78 104 52 52 39 Appendix A - Page 5 of 8

Table A-4. Special Facilities in Quad Cities EPZ population vehicles sub- Week- Night and area day weekend Week-day Night and Weekend WC ambu- ambu-description auto van bus lance auto van WC bus lance Mercy Living North IA-11 90 75 75 15 2 3 2 0 2 3 2 Mercy Living South IA-11 113 94 94 19 3 3 2 0 3 3 2 Mercy Hospital (N) IA-11 210 175 175 35 6 6 6 0 6 6 6 Alverno Health IA-11 173 144 144 29 5 5 4 0 5 5 4 Harding Retirement IA-11 85 76 76 9 4 4 3 0 4 4 3 Law Enforcement Ctr IA-11 (shelter)

Bickford Cottage IA-11 90 75 75 15 4 4 1 0 4 4 1 Country Side IA-11 71 67 67 4 2 1 0 0 2 1 0 Eagle Point Nursing & Rehab IA-11 190 143 143 47 5 5 2 0 5 5 2 Lyons Manor IA-11 80 77 77 3 3 1 1 0 3 1 1 Park Towers [A-11 107 104 104 3 4 1 2 0 4 1 2 Prairie Hills IA-11 100 90 90 10 5 1 2 0 5 1 2 Appendix A - Page 6 of 8

Table A-5. Schools in Quad Cities EPZ sub-description area student staff total Bus Auto Riverdale HS IL-6 346 61 407 7 40 Riverdale MS IL-6 250 44 294 5 29 Riverdale ES IL-6 599 106 705 11 73 Camanche HS IA-5 326 58 384 6 40 Camanche ES IA-5 381 67 448 7 46 Camanche MS IA-5 345 61 406 7 40 Grissom ES IA-6 264 47 310 5 32 Lincoln HS IA-11 98 17 115 2 11 Bluff Elem IA-11 507 55 562 10 25 Eagle Heights ES IA-1 1 580 82 662 11 49 Lyons MS IA-11 342 60 402 7 39 Prince of Peace HS IA-i1 291 51 342 6 33 Whittier ES IA-1 1 309 55 364 6 37 Jefferson ES IA-11 471 83 554 9 56 Washington MS IA-11 630 ill 741 12 75 Clinton HS IA-11 1250 221 1470 23 152 Pleasant Valley JHS IA-12 572 101 673 11 68 Bridgeview ES IA-12 331 58 389 7 37 Cody ES IA-12 332 59 391 7 38 Ashford College day IA-1 1 340 30 370 200 night 225 15 240 120 summer 72 8 80 40 Clinton Comm Coil IA-1 1 400 80 480 280 night 160 40 200 120 summer 50 10 60 40 Clinton CC Tech Ctr IA-1 1 100 20 120 120 night 32 8 40 40 summer 16 4 20 20 Appendix A - Page 7 of 8

Table A6. Large Daycare Facilities in Quad Cities EPZ sub-description area student staff total Van Auto comment Messiah Preschool IL-6 18 4 22 4 auto Kids' First Academy IA-5 133 23 156 8 bus or van IECT Clinton Head St [A-1 1 88 18 106 6 bus or van St John Lutheran Preschool IA-1 1 24 6 30 6 auto Zion Day Care IA-11 115 20 135 7 bus or van Wee School IA-11 90 15 105 6 bus or van Mercy Child & Preschool IA-1 1 147 25 172 9 bus or van Ashford Pre-School IA-11 50 10 60 3 bus or van YWCA Day Care [A-11 103 18 121 7 bus or van Stay & Play Day Care IA-1 1 52 9 61 3 bus or van Unity Christian IA-11 50 9 59 3 bus or van Family Day Care IA-1 1 12 3 15 3 auto YWCA Day Care L IA-11 92 16 108 6 bus or van Kiddie Karasel IA-12 105 18 123 8 bus or van van = 16 children plus staff Summer = 80%

Appendix A - Page 8 of 8

ARCADIS Appendix B Telephone Survey of EPZ Residents

Quad Cities EPZ Summary of Telephone Survey Results Completed surveys 382 Data Uncertainty + or - 5%

at 95% confidence level Demographic Adjustment census 2010 SURVEY age for head adjustment total population 46387 Age Mix Response of household factor total HH 19348 (percent) (percent) persons per HH 2.40 under 55 23.8 54.0 2.26 Results (after adjustment) 55-64 23.3 19.6 0.84 vehicles used to evacuate 65 and over 52.9 26.4 0.50 when all at home 1.38 fraction taking 1 vehicle 0.66 fraction taking 2 veh 0.30 fraction taking 3 or more 0.04 Work Outside Home (% of HH) one or more work outside 71.5 Of those who work outside (percent) take vehicle to work 91.7 destination when leaving work return home to evacuate 49.7 evacuate direct from work 30.2 stay outside EPZ 20.1 Households with return workers one returns 30.4 2 or more return 19.3 Work Shifts (percent)

Weekday 76.7 Swing shift 8.2 Graveyard 3.5 evening/weekend 5.2 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 0.78 0.15 0.03 0.02 0.02 travel home 0.58 0.33 0.04 0.04 0.01 depart after work return 0.32 0.39 0.15 0.10 0.05 0 to 20 20 to 40 40 to 60 60 to 90 > 90 depart (all at home) 0.28 0.45 0.15 0.09 0.03 Appendix B page 1 of 7

13662 LH/CH ARCADIS Exelon Survey Final v6 - August 23, 2011 INTRODUCTION Hello, my name is andI 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 ©2011.

0 Market Decisions Corporation Appendix B - Page 2 of 7

13662 LHICH 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 Q1l 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 ©2011. 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?

I 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 ©201 1. 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)

I 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 Q 11 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 1 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 Q14A (ASK IF Q14=l) How many of your <insert QI 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

CA ARCADIS Appendix C Roadway Network Map and Data Table

40 Roadway Network

.. for Quad Station ETE Analysis August 2012 Legend o Quad Station O Nodes Road Classification

-Freeway

-Principal Arterial

-Major Arterial

__Minor Arterial

-- Collector Local Rd Quad EPZ C2 ARCADIS Infrwatu.e W&tW Env*'"mnt, Buicdings Exelon.

SAppendix C-Papof64

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

_____ ______ (ml) Width (ft) Lanes Rate (veh/hr) ____

1 1206 1207 5.701 12 1 Minor Arterial 1300 55 2 1207 1206 5.701 12 1 Minor Arterial 1300 55 3 1210 1209 0.018 12 1 Collector /Local Road 1300 45 4 1203 1210 1.023 12 1 Ramp 1500 35 5 1211 1210 0.88 12 1 Principal Arterial 1600 55 6 1213 1212 1.198 12 1 Ram p 1500 35 7 1216 1201 1.108 12 1 Ramp 1500 35 8 1200 1217 0.378 12 1 Ramp 1500 55 9 1218 1219 1.13 12 1 Ramp 1500 35 10 1218 1215 0.801 12 1 Major Arterial 1300 55 11 1209 1212 0.874 12 1 Principal Arterial 1600 55 12 1212 1211 0.022 12 1 Collector tLocal Road 1300 45 13 1225 1218 0.337 12 1 Major Arterial 1300 55 14 1226 1216 0.328 12 1 Major Arterial 1300 45 15 1220 1218 0.013 12 1 Collector /Local Road 1300 40 16 1217 1215 0.047 12 1 Ramp 1500 35 17 817 818 0.944 12 1 Principal Arterial 1600 50 18 818 817 0.944 12 1 Principal Arterial 1600 50 19 819 820 0.489 12 1 Major Arterial 1300 55 20 820 819 0.489 12 1 Major Arterial 1300 55 21 820 821 3.38 12 1 Major Arterial 1300 55 22 821 820 3.38 12 1 Major Arterial 1300 55 23 822 823 0.992 12 1 Minor Arterial 1300 55 24 823 822 0.992 12 1 Minor Arterial 1300 55 25 825 826 0.267 12 1 Major Arterial 1300 55 26 827 828 0.646 12 1 Ramp 1500 35 27 829 830 0.81 12 1 Major Arterial 1300 55 28 832 831 0.046 12 1 Ramp 1500 35 29 833 834 1.201 12 1 Ramp 1500 35 30 836 835 1.544 12 2 Freeway 4100 65 31 829 835 0.714 12 1 Ramp 1500 35 32 837 838 0.036 12 1 Collector / Local Road 1700 45 33 839 837 0.014 12 1 Principal Arterial 1700 45 34 838 839 0.035 12 1 Collector! Local Road 1700 45 35 840 841 0.041 12 1 Major Arterial 1700 45 36 840 842 0.032 12 1 Collector!/ Local Road 1700 40 37 843 840 0.017 12 1 Major Arterial 1700 45 38 842 843 0.032 12 1 Collector / Local Road 1700 45 39 845 843 0.881 12 1 Major Arterial 1700 45 40 842 845 0.89 12 2 Major Arterial 3600 55 41 844 846 0.427 12 1 Ramp 1500 35 42 839 847 1.474 12 1 Ramp 1500 35 43 843 848 1.506 12 1 1Ramp 1500 35 44 849 850 1.654 12 1 Ramp 1500 35 45 852 851 0.017 12 1 Ramp 1500 35 46 853 854 0.38 12 1 Minor Arterial 1300 55 47 854 853 0.38 12 1 Minor Arterial 1300 55 48 855 851 0.283 12 1 Principal Arterial 1600 55 49 855 857 0.233 12 1 Ramp 1500 35 50 858 855 0.052 12 1 Principal Arterial 1600 55 51 859 860 0.338 12 1 Ramp 1500 35 52 862 861 0.262 12 1 Ramp 1500 35 53 863 864 2.084 12 1 Ramp 1500 55 54 866 865 0.772 12 1 Ramp 1500 35 55 868 867 1.078 12 1 Ramp 1500 55 Page 1 of 55 Page 1of55Appendix C - Page 2 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

_____ ______ (mi) Width (ft) Lanes Rate________

56 869 865 0.785 12 1 Ramp 1500 55 57 870 871 1.099 12 1 Ramp 1500 55 58 873 872 1.836 12 1 Ramp 1500 35 59 874 875 0.3 12 2 Freeway 4100 65 60 870 872 0.857 12 2 Major Arterial 3600 65 61 871 876 0.187 12 2 Freeway 4100 65 62 875 878 1.247 12 1 Ram p 1500 55 63 866 879 0.779 12 1 Major Arterial 1300 55 64 879 880 0.924 12 1 Ramp 1500 35 65 876 874 1.195 12 1 Ramp 1500 55 66 881 882 1.664 12 1 Ramp 1500 55 67 881 878 1.038 12 2 Freeway 4100 65 68 876 883 0.956 12 2 Freeway 4100 65 69 884 883 1.652 12 1 Ramp 1500 35 70 887 888 0.068 12 1 Minor Arterial 1700 40 71 888 887 0.068 12 1 Minor Arterial 1700 40 72 887 889 0.042 12 1 Ramp 1500 35 73 890 889 0.098 12 1 Ramp 1500 35 74 889 891 0.049 12 1 Ramp 1500 35 75 894 895 0.078 12 2 Major Arterial 3100 45 76 895 894 0.078 12 2 Major Arterial 3100 45 77 897 896 0.746 12 1 Ramp 1500 35 78 899 898 0.214 12 2 Major Arterial 3100 45 79 897 900 0.203 12 1 Major Arterial 1700 55 80 898 901 0.066 12 2 Major Arterial 3100 45 81 901 902 0.013 12 2 Major Arterial 3100 45 82 901 903 0.035 12 1 Ram p 1500 35 83 898 903 0U58 12 1 Ramp 1500 35 84 900 899 1.241 12 1 Ramp 1500 35 85 903 904 0,945 12 1 Ramp 1500 35 86 906 907 0,342 11 2 Collector /Local Road 1600 15 87 907 906 0,342 11 2 Collector /Local Road 1600 15 88 905 908 1.194 12 1 Ram p 1500 35 89 909 910 0.208 12 1 Ramp 1500 35 90 915 914 0.04 12 2 Minor Arterial 3400 40 91 914 916 0.087 12 2 Minor Arterial 3400 40 92 918 917 0.552 12 1 Ramp 1500 35 93 919 913 0.609 12 1 Ramp 1500 35 94 920 921 0.071 12 1 Major Arterial 1700 50___

95 921 920 0.071 12 1 Major Arterial 1700 50___

96 923 924 0.01 1 12 2 Minor Arterial 3400 40___

97 925 926 0.026 12 1 Minor Arterial 1700 45___

98 926 925 0.026 12 1 Minor Arterial 1700 4 99 928 929 0.181 12 2 Freeway 106 100 931 930 0.205 12 3 Major Arterial 4650 4 101 932 933 0.65 12 3 Major Arterial 4650 45___

102 934 935 0.561 12 3 Major Arterial 4650 45___

103 936 928 0.153 12 2 Freeway 4100 6 104 938 937 0.163 12 2 Freeway 4100 6 105 937 935 0.745 12 1 Ramp 1500 3 106 932 936 0.897 12 1 Ramp 1500 3 107 937 939 0.491 12 2 Freeway 4100 6 108 934 939 0.888 12 1 Ramp 1500 3 109 940 933 1.344 12 1 Ramp 1500 35 110 941 942 1.248 12 1 Major Arterial 1300 55 111 942 941 1.248 12 1 Major Arterial 1300 55 Page 2 of 55 Page 2of 55Appendix C - Page 3 of 64

Appendix C Quad NGS Appedix NetworkQua NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felhow ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satatt veionFowF5 mh 112 943 829 0.357 12 1- Major Arterial 1300 55 113 944 943 0.306 12 1 Major Arterial 1300 55 114 827 83 '1 0.811 12 1 Major Arterial 1300 55 115 826 827 0.323 12 1 Major Arterial 1300 55 116 831 829 0.014 12 1 Minor Arterial 1300 40 117 830 827 0.015 12 1 Minor Arterial 1300 40 118 902 945 0.012 12 1 Collector/ Local Road 1700 40 119 947 948 0.057 12 1 Minor Arterial 1700 35 120 948 947 0.057 12 1 Minor Arterial 1700 35 121 895 949 0.076 12 2- Minor Arterial 3400 40 122 949 895 0.076 12 2 Minor Arterial 3400 40 123 945 901 0.019 12 1 Collector /Local Road 1700 40 124 850 837 0.051 12 1 Ram p 1500 35 125 850 950 0.065 12 1 Ramp 1500 35 126 837 950 0.038 12 1 Principal Arterial 1700 45 127 846 840 0.124 12 1 Ramp 1500 35 128 846 841 0.132 12 1 Ramp 1500 35 129 879 953 0.78 1 12 1 Major Arterial 1300 55 130 953 866 0.016 12 1 Minor Arterial 1300 40 131 956 854 0.085 12 1 Minor Arterial 1300 55 132 854 862 0.103 12 1 Minor Arterial 1300 55 133 862 957 0.283 12 1 Principal Arterial 1600 55 134 957 958 0.027 12 1 Principal Arterial 1600 55 135 851 862 0.006 12 1 Major Arterial 1300 50 136 957 855 0.005 12 1 Major Arterial 1300 50 137 856 852 0.41 12 1 Ramp 1500 35 138 851 956 0.019 12 1 Minor Arterial 1300 55 139 852 956 0.028 12 1 Ramp 1500 35 140 860 957 0.024 12 1 Ramp 1500 35 1 141 958 858 0.025 12 -1 Principal Arterial 1600 55 142 860 958 0.041 12 1 Ramp 1500 35 143 836 832 0.974 12 1 Ramp 1500 35 144 831 944 0.049 12 1 Major Arterial 1300 55 145 832 944 0.069 12 1 Ramp 1500 35 146 834 830 0.027 1 12 1 ___Ramp 1500 35 147 834 825 0.064 12 1 Ramp 1500 35 148 830 825 0.055 12 1 Major Arterial 1300 55 149 960 893 0.007 12 1 Collector / Local Road 1700 40 150 896 960 0.24 12 2 Major Arterial 3100 45 151 961 902 0.014 12 1 Ramp 1500 35 152 961 962 0.017 12 1 Ramp 1500 35 153 902 962 0.009 12 1 Major Arterial 1700 45 154 964 965 0.808 12 1 Principal Arterial 1600 55 155 965 964 0.808 12 1 Principal Arterial 1600 55 156 966 967 0.222 12 1 Principal Arterial 1700 40 157 967 966 0.222 12 1 Principal Arterial 1700 40 158 968 969 0.223 12 1 Minor Arterial 1300 45 159 969 968 0.223 12 1 Minor Arterial 1300 45 160 973 947 0.074 12 2 Major Arterial 3100 45 161 137 138 0.232 12 1 Major Arterial 1600 50 162 138 137 0.232 12 1 Major Arterial 1600 50 163 139 140 0.05 12 1 Major Arterial 1700 45 164 140 139 0.05 12 1 Major Arterial 1700 45 165 141 142 0.46 12 1 Ramp 1500 35 166 141 143 0.104 12 2 Minor Arterial 2600 40 F-167 144 143 0.864 12 1 Ramp 1500 55 Page 3 of 55 Page 3of 55Appendix C - Page 4 of 64

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

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

168 143 145 0.177 12 2 Principal Arterial 3700 50 169 146 144 0.172 12 2 Freeway 4100 60 170 148 147 0.178 12 2 Freeway 4100 60 171 145 148 0.921 12 1 Ramp 1500 55 172 150 149 0.608 12 1 Ramp 1500 55 173 151 152 1.009 12 1 Minor Arterial 1300 40 174 152 151 1.009 12 1 Minor Arterial 1300 40 175 153 154 0.322 12 2 Minor Arterial 3400 40 176 155 153 0.203 12 2 Principal Arterial 3700 50 177 153 146 0.877 12 1 Ramp 1500 55 178 147 155 0.896 12 1 Ramp 1500 55 179 158 159 0.965 12 1 Ramp 1500 35 180 159 160 0.708 12 1 Principal Arterial 1800 55 181 160 159 0.708 12 1 Principal Arterial 1800 55 182 159 161 0.918 12 1 Ramp 1500 35 183 163 162 0.553 12 1 Ramp 1500 55 184 165 164 0.473 12 2 Principal Arterial 3700 65 185 166 154 0.356 12 1 Ramp 1500 35 186 160 164 0.867 12 1 Ramp 1500 35 187 165 160 0.826 12 1 Ramp 1500 35 188 167 168 0.042 12 1 Major Arterial 1300 55 189 168 167 0.042 12 1 Major Arterial 1300 55 190 169 170 0.179 12 1 Collector /Local Road 1300 40 191 169 171 0.042 12 2 Principal Arterial 3700 65 192 170 171 0.122 12 1 Major Arterial 1300 55 193 171 170 0.122 12 1 Major Arterial 1300 55 194 171 172 0.014 12 1 Major Arterial 1300 45 195 172 171 0.014 12 1 Major Arterial 1300 45 196 174 173 2.608 12 1 Ramp 1500 65 197 174 175 1.327 12 1 Ramp 1500 55 198 176 177 2.41 12 1 Ramp 1500 65 199 179 178 1.069 12 1 Ramp 1500 35 200 178 174 2.804 12 2 Freeway 4100 65 201 180 179 0.86 12 1 Ramp 1500 35 202 179 181 0.471 12 1 Major Arterial 1300 55 203 181 179 0.471 12 1 Major Arterial 1300 55 204 180 178 1.905 12 2 Freeway 4100 65 205 183 182 1.916 12 2 Freeway 4100 65 206 184 185 0.03 12 2 Principal Arterial 3350 45 207 185 186 0.04 12 1 Collector /Local Road 1700 45 208 186 187 0.434 12 1 Principal Arterial 1700 45 209 188 177 1.518 12 1 Ramp 1500 55 210 189 190 0.282 12 1 Principal Arterial 1600 45 211 190 189 0.282 12 1 Principal Arterial 1500 45 212 189 191 0.402 12 1 Principal Arterial 1600 55 213 191 189 0.402 12 1 Principal Arterial 1600 55 214 190 191 0.284 12 1 Principal Arterial 1800 55 215 191 190 0.284 12 1 Principal Arterial 1800 55 216 191 192 0.151 12 1 Principal Arterial 1800 55 217 192 191 0.151 12 1 Principal Arterial 1800 55 218 193 194 0.9 12 1 Ramp 1500 35 219 193 195 0.347 12 1 Major Arterial 1300 35 220 195 193 0.347 12 1 Major Arterial 1300 35 221 196 195 1.094 12 1 Ramp 1500 35 222 198 193 1.244 12 1 Ramp 1500 35 23 200 201 1.159 12 1 Ramp 1500 35 Page 4 of 55 Page4 o 55Appendix C - Page 5 of 64

Appendix C Quad NGS Appedix NetworkQua NGSRoadway Data Table Link#

UNod 0-ode Length Lane Number of Roda ye Saturation Flow FFS (mph)

Link__

1. U-Node

____ D-No (ml) Width (ft) Lanes Roadway____Type_ Rate (vehlhr) 224 200 202 0.362 12 1 Major Arterial 1300 35 _

225 202 200 0.362 12 1 Major Arterial 1300 35 _

226 203 202 0.333 12 1 Ramp 1500 35 227 206 200 1.104 12 1 Ramp 1500 35 228 207 208 0.017 12 1 Major Arterial 1300 55 229 208 207 0.017 12 1 Major Arterial 1300 55 230 209 210 0.284 12 1 Major Arterial 1300 55 231 210 209 0.284 12 1 Major Arterial 1300 55 232 210 212 0.28 12 1 Major Arterial 1300 55 233 212 210 0.28 12 1 Major Arterial 1300 55 234 213 212 1.342 12 1 Ramp 1500 35 235 214 207 0.745 12 2 Ramp 3000 40 236 212 211 0.973 12 1 Ramp 1500 35 237 215 214 0.573 12 2 Ramp 3000 40 238 216 217 0.069 12 1 Ramp 1500 35 239 217 216 0.069 12 1 Ramp 1500 35 240 218 219 0.08 12 1 Minor Arterial 1300 40 241 220 221 0.147 12 2 Major Arterial 3100 45 242 222 217 0.396 12 1 Ramp 1500 35 _

243 222 223 0.454 12 2 Freeway 4100 65 244 217 223 0.209 12 1 Ramp 1500 35 245 216 225 0.262 12 1 Minor Arterial 1300 40 246 225 216 0.262 12 1 Minor Arterial 1300 40 247 226 220 0.098 12 2 Major Arterial 3100 45 248 226 227 0.015 12 1 Minor Arterial 1300 40 249 228 220 0.148 12 1 Ramp 1500 35 250 228 229 0.032 12 1 Ramp 1500 35 251 229 226 0.039 12 2 Major Arterial 3100 45 252 230 231 0.492 12 2 Freeway 4100 65 253 229 232 0.018 12 1 Collector / Local Road 1300 40 254 227 232 0.055 12 2 Major Arterial 3100 45 255 233 228 0.327 12 1 Ramp 1500 35 256 234 229 0.202 12 2 Major Arterial 3100 45 257 232 235 0.185 12 2 Major Arterial 3100 45 258 236 231 0.268 12 1 Ramp 1500 35 259 230 236 0.446 12 1 Ramp 1500 35 260 237 238 0.25 12 1 Ramp 1500 35 261 225 236 0.07 12 1 Ramp 1500 35 262 236 225 0.07 12 1 Ramp 1500 35 263 234 237 0.072 12 1 Ramp 1500 35 264 235 234 0.012 12 1 Minor Arterial 1300 40 265 239 234 0.022 12 2 Major Arterial 3100 45 _

266 240 239 0.026 12 1- Minor Arterial 1300 40 267 235 240 0.049 1 12 2 Major Arterial 3100 45 _

268 241 237 0.089 12 1 Ramp 1500 35 269 241 239 0.034 12 2 Major Arterial 3100 45 _

270 243 242 0.654 12 1 Ramp 1500 55 271 244 245 0.367 12 2 Freeway 4100 65 272 246 247 0.36 12 1 Ramp 1500 55 273 248 246 0.088 12 2 Freeway 4100 65 274 250 249 0.335 12 2 Freeway 4100 65 275 244 248 0.375 12 1 Ramp 1500 55 276 249 251 0.071 12 2 Freeway 4100 65 277 252 244 0.084 12 2 Freeway 4100 65 278 253 241 0.139 12 2 Major Arterial 3100 45 279 247 254 0.066 12 2 Freeway 4100 65 Page 5 of 55 Page 5of 55Appendix C - Page 6 of 64

Appendix C Quad NGS Appedix Network QuaNGSRoadway Data Table Link # U-Node D-Node (mie Lengt Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

280 255 245 0.573 12 1 Ramp 1500 55 281 255 248 0.338 12 2 Freeway 4100 65 282 251 256 0.344 12 2 Freeway 4100 65 283 254 249 0.313 12 1 Ramp 1500 55 284 258 257 1.678 12 1 Ramp 1500 55 285 251 252 0.336 12 1 Ramp 1500 55 286 259 260 1.789 12 1 Ramp 1500 55 287 254 262 0.321 12 2 Freeway 4100 55 288 250 262 0.578 12 1 Ramp 1500 35 289 224 263 0.402 12 1 Ramp 1500 35 290 264 265 0.379 12 1 Ramp 1500 35 291 265 266 0.177 12 2 Ramp 3000 35 292 266 268 0.701 12 2 Principal Arterial 3350 45 293 268 266 0.01 12 2 Principal Arterial 3350 45 294 263 268 0.646 12 2 Ramp 3000 35 295 269 259 0.826 12 2 Freeway 4100 65 296 270 271 0.195 12 2 Minor Arterial 2600 40 297 272 270 0.235 12 2 Minor Arterial 2600 40 298 273 274 0.012 12 4 Principal Arterial 6700 45 299 276 275 0.015 12 2 Principal Arterial 3350 45 300 277 278 0.011 12 2 Minor Arterial 3400 40 301 278 277 0.011 12 2 Minor Arterial 3400 40 302 279 280 0.359 12 1 Ramp 1500 35 303 282 281 0.264 12 2 Freeway 4100 55 304 283 284 0.112 12 2 Major Arterial 3100 45 305 285 284 0.424 12 1 Ramp 1500 35 306 286 279 0.013 12 1 Minor Arterial 1700 40 307 287 281 0.393 1 12 1 Ramp 1500 35 308 288 286 0.344 12 1 Ramp 1500 35 309 289 288 0.443 12 2 Freeway 4100 55 310 290 289 0.179 12 1 Ramp 1500 35 311 291 292 0.114 12 2 Collector /Local Road 3400 40 312 291 290 0.012 12 1 Collector /Local Road 1700 40 313 290 293 0.093 12 2 Minor Arterial 3400 40 314 295 294 0.431 12 2 Freeway 4100 55 315 296 291 0.093 12 2 Collector/ Local Road 3400 40 316 295 293 0.233 12 1 Ramp 1500 35 317 293 296 0.012 12 1 Collector / Local Road 1700 40 318 297 291 0.268 12 1 Ramp 1500 35 319 301 302 0.04 12 3 Principal Arterial 4200 30 320 303 302 0.027 12 1 Collector /Local Road 1700 45 321 305 304 0.234 12 1 Ramp 1500 35 322 306 307 0.076 12 2 Principal Arterial 3350 45 323 309 308 0.06 12 2 Principal Arterial 3350 45 324 306 310 0.076 12 1 Major Arterial 1700 50 325 307 310 0.07 12 2 Principal Arterial 3350 45 326 309 311 0.216 12 1 Ram p 1500 35 327 314 316 0.043 12 2 Major Arterial 3600 50 328 316 314 0.043 12 2 -Major Arterial 3600 50 329 316 317 0.077 12 2 Principal Arterial 3350 45 330 317 316 0.077 12 2 Principal Arterial 3350 45 331 315 317 0.032 12 2 Major Arterial 3600 50 332 317 315 0.032 12 2 Major Arterial 3600 50 333 319 320 0.127 12 2 Principal Arterial 3350 45 334 219 327 0.158 12 1 Major Arterial 1300 45 335 327 219 0.158 12 1 Major Arterial 1300 45 Page 6 of 55 Page 6of 55Appendix C - Page 7 of 64

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

______________ (ml) Width (ft) Lanes ___________ Rate (vehlhr) _____

336 305 329 0.038 12 2 Principal Arterial 3350 45 337 333 305 0.07 12 2 Principal Arterial 3350 45 338 334 333 0.073 12 2 Collector/ Local Road 3400 45 339 207 209 0.211 12 1- Major Arterial 1300 55 340 209 207 0.211 12 1 Major Arterial 1300 55 341 287 335 0.089 12 2 Minor Arterial 3400 40 342 284 335 0.012 12 1 Minor Arterial 1700 40 343 337 300 0.075 12 2 Major Arterial 3600 55 344 286 343 0.113 12 2 Minor Arterial 3400 40 345 343 279 0.116 12 2 Minor Arterial 3400 40 346 974 975 0.013 12 1 Collector / Local Road 1700 40 347 975 974 0.013 12 1 Collector/ Local Road 1700 40 348 976 975 0.257 1 12 3 Major Arterial 4650 45 349 344 287 0.057 12 2 Major Arterial 3100 45 350 982 983 0.137 12 1 Major Arterial 1700 55 351 915 916 0.104 12 2 Minor Arterial 3400 40 352 346 176 0.273 12 2 Freeway 4100 65 353 347 348 0.11 1 12 2 Minor Arterial 2600 35 354 348 347 0.11 12 2 Minor Arterial 2600 35 355 349 350 0.017 12 1 Minor Arterial 1300 40 356 350 349 0.017 12 1 Minor Arterial 1300 40 357 351 352 0.016 12 1 Major Arterial 1300 45 358 352 351 0.016 12 1 Major Arterial 1300 45 359 920 990 0.201 12 1 Minor Arterial 1700 50 360 990 920 0.201 12 1 Minor Arterial 1700 50 361 996 997 0.089 12 1 Major Arterial 1700 45 362 997 996 0.089 12 1 Major Arterial 1700 45 363 817 999 0.686 12 1 Principal Arterial 1600 50 364 999 817 0.686 12 1 Principal Arterial 1600 50 365 1001 1002 0.144 12 1 Principal Arterial 1600 55 366 1002 1001 0.144 12 1 Principal Arterial 1600 55 367 946 1003 0.117 12 1 Principal Arterial 1700 40 368 1003 946 0.117 12 1 Principal Arterial 1700 40 369 1007 1008 1.007 12 1 Major Arterial 1300 55 370 1008 1007 1.007 12 1 Major Arterial 1300 55 371 820 1013 0.958 12 1 Minor Arterial 1300 55 372 1013 820 0.958 12 1 Minor Arterial 1300 55 373 1015 1016 0.279 12 1 Minor Arterial 1300 55 374 1016 1015 0.279 12 1 Minor Arterial 1300 55 375 822 1019 1.475 12 1 Major Arterial 1300 55 376 1019 822 1.475 12 1 Major Arterial 1300 55 377 1028 1029 0.325 12 1 Minor Arterial 1300 45 378 1029 1028 0.325 12 1 Minor Arterial 1300 45 379 1029 1030 0.792 12 1 Minor Arterial 1300 45 380 1030 1029 0.792 12 1 Minor Arterial 1300 45 381 969 1032 0.255 12 1 Minor Arterial 1300 45 382 1032 969 0.255 12 1 Minor Arterial 1300 45 383 967 1032 0.017 12 1 Minor Arterial 1700 45 384 1032 967 0.017 12 1 Minor Arterial 1700 45 385 885 1038 0.099 12 2 Major Arterial 2700 30 386 1038 885 0.099 12 2 Major Arterial 2700 30 387 1038 1039 0.052 12 2 Major Arterial 2700 30 388 1039 1038 0.052 12 2 Major Arterial 3100 45 389 1045 1046 0.071 12 2 Major Arterial 3100 45 390 1046 1045 0.071 12 2 Major Arterial 3100 45 391 1063 11062 10.062 12 3 Major Arterial 4650 4 Page 7 of 55 Page 7of 55Appendix C - Page 8 of 64

Appendix C Quad NGS Appedix Network QuaNGSRoadway 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 (vhlhr) FS(mh 392 1082 1083 0.07 12 2 Major Arterial 3100 45 393 1083 1082 0.07 12 2 Major Arterial 3100 45 394 1084 1085 0.01 12 2 Minor Arterial 3400 40 395 1085 1084 0.01 12 2 Minor Arterial 3400 40 396 1231 1232 0.101 12 1 Major Arterial 1300 45 397 1232 1231 0.101 12 1 Major Arterial 1300 45 398 1235 1238 0.312 12 1 Minor Arterial 1300 55 399 1238 1235 0.312 12 1 Minor Arterial 1300 55 400 1239 1240 1.318 12 1 Major Arterial 1300 55 401 1240 1239 1.318 12 1 Major Arterial 1300 55 402 1241 1242 0.361 12 1 Minor Arterial 1300 40 403 1242 1241 0.361 12 1 Minor Arterial 1300 40 404 1251 1252 0.075 12 1 Principal Arterial 1700 40 405 1252 1251 0.075 12 1 Principal Arterial 1700 40 406 1257 1258 0.016 12 1 Major Arterial 1300 45 407 1258 1257 0.016 12 1 Major Arterial 1300 45 408 1224 1261 0.054 12 1 Minor Arterial 1300 35 409 1261 1224 0.054 12 1 Minor Arterial 1300 35 410 1261 1262 0.017 12 1 Minor Arterial 1300 35 411 1262 1261 0.017 12 1 Minor Arterial 1300 40 412 1267 1268 0.149 12 1 Major Arterial 1300 55 413 1268 1267 0.149 12 1 Major Arterial 1300 55 414 1269 1272 2.435 1 12 1 Major Arterial 1300 55 415 1272 1269 2.435 12 1 Major Arterial 1300 55 416 1273 1274 0.314 12 1 Major Arterial 1300 55 417 1274 1273 0.314 12 1 Major Arterial 1300 55 _

418 199 360 1.412 12 1 Major Arterial 1300 45 419 360 199 1.412 1 12 1 Major Arterial 1300 45 420 361 362 1.002 12 1 Major Arterial 1300 55 421 362 361 1.002 12 1 1 Major Arterial 1300 55 422 365 366 1.003 12 1 Minor Arterial 1300 55 423 366 365 1.003 12 1 Minor Arterial 1300 55 424 371 372 0.517 12 1 Major Arterial 1300 55 425 372 371 0.517 12 1 Major Arterial 1300 55 426 378 379 0.505 12 1 Minor Arterial 1300 55 427 379 378 0.505 12 1 Minor Arterial 1300 55 428 384 275 0.083 12 2 Major Arterial 3100 45 429 276 385 0.093 12 2 Major Arterial 3100 45 430 397 398 0.143 12 1 Minor Arterial 1300 25 431 398 397 0.143 12 1 Minor Arterial 1300 25 432 397 399 0.07 12 1 Minor Arterial 1700 25 433 399 397 0.07 12 1 Minor Arterial 1700 25 434 406 407 0.287 12 1 Minor Arterial 1300 45 435 407 406 0.287 12 1 Minor Arterial 1300 45 436 408 409 1.276 12 1 Minor Arterial 1300 55 437 409 408 1.276 12 1 Minor Arterial 1300 55 438 411 412 0.318 12 2 Major Arterial 3100 45 439 412 411 0.318 12 2 Major Arterial 3100 45 440 413 414 0.073 12 2 Major Arterial 3100 45 441 414 413 0.073 12 2 Major Arterial 3100 45 442 424 425 0.339 12 1 Principal Arterial 1700 35 443 425 424 0.339 12 1 Principal Arterial 1700 35 444 423 425 0.041 12 1 Principal Arterial 1700 25 445 425 423 0.04 1 12 1 Principal Arterial 1700 25 446 432 255 4.475 1 12 2 Freeway 4100 65 447 377 433 1.311 1 12 1 MajorArterial 1300 55 Page 8 of 55 Page 8of55Appendix C - Page 9 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Linkegt U-Node UNd 0-oe

-oe (ofidh(t Lengt Lan Lan ae Saturation Flow FFS (mph) i Wit(f) Lnumerso Roadway Type Rate (vehlhr) ____

-448 433 377 1.311 12 1 Major Arterial 1300 55 449 204 437 0.244 12 1 Major Arterial 1700 35 450 437 204 0.244 12 1 Major Arterial 1700 35 451 275 273 0.144 12 2 Major Arterial 3100 45 452 274 276 0.134 12 2 Major Arterial 3100 45 453 440 441 2.219 12 1 Major Arterial 1300 50 454 441 440 2.219 12 1 Major Arterial 1300 50 455 1022 1026 0.8 10 1 Collector /Local Road 800 30 456 1026 1022 0.8 10 1 Collector / Local Road 800 30 457 1042 1043 0.062 12 2 Collector / Local Road 3400 40 458 1043 1042 0.062 12 2 Collector / Local Road 3400 40 459 1048 1092 0.02 1 12 1 Collector / Local Road 1700 40 460 1092 1048 0.021 12 1 Collector /Local Road 1700 40 461 1093 1094 0.07 12 1 Collector/ Local Road 1700 40 462 1094 1093 0.07 12 1 Collector/ Local Road 1700 40 463 1095 1093 0.073 12 2 Collector/ Local Road 3400 40 464 1095 1096 0.048 11 3 Collector / Local Road 2400 30 465 1094 1096 0.074 12 2 Collector/ Local Road 3400 40 466 1096 948 0.078 12 2 Collector / Local Road 3400 40 467 1097 1095 0.076 12 2 Collector / Local Road 3400 40 468 1098 1097 0.027 12 2 Collector /Local Road 3400 40 469 1096 1098 0.059 11 3 Collector /Local Road 5100 30 470 947 1098 0.079 12 2 Collector / Local Road 3400 40 471 1052 1057 0.076 12 1 Collector /Local Road 1700 40 472 1057 1052 0.076 12 1 Collector /Local Road 1700 40 473 1099 1100 0.07 11 2 Collector / Local Road 3400 -30 474 1100 1099 0.07 11 2 Collector/ Local Road 3400 30 475 1100 1101 0.087 11 2 Collector/ Local Road 3400 30 476 1101 1100 0.087 11 2 Collector/ Local Road 3400 30 477 1057 1102 0.139 12 1 Collector/ Local Road 1700 40 478 1102 1057 0.139 12 1 Collector/ Local Road 1700 40 479 907 1105 0.146 11 2 Collector/ Local Road 1600 15 480 1105 907 0.146 11 2 Collector/ Local Road 1600 15 481 1121 1122 0.191 10 1 Collector /Local Road 800 30 482 1122 1121 0.191 10 1 Collector /Local Road 800 30 483 1079 1080 0.012 12 2 Collector /Local Road 1600 15 484 1078 1116 0.014 12 1 Minor Arterial 1700 40 485 1116 1078 0.014 12 1 Minor Arterial 1700 40 486 318 446 0.149 12 1 Major Arterial 1300 45 487 446 318 0.149 12 1 Major Arterial 1300 45 488 454 455 0.361 12 2 Principal Arterial 3350 45 489 455 454 0.361 12 2 Principal Arterial 3350 45 490 457 459 1.002 12 1 Major Arterial 1300 55 491 459 457 1.002 12 1 Major Arterial 1300 35 492 461 462 0.115 12 2 Miinor Arterial 2600 35 493 462 461 0.115 12 2 Minor Arterial 2600 35 494 462 463 0.142 12 2 Minor Arterial 3400 35 495 463 462 0.142 12 2 Minor Arterial 3400 35 496 467 468 0.056 12 2 Minor Arterial 3400 30 497 468 467 0.056 12 2 Minor Arterial 3400 30 498 468 469 0.075 12 2 Minor Arterial 3400 30 499 469 468 0.075 12 2 Minor Arterial 3400 30 500 471 472 0.069 12 2 Principal Arterial 3700 50 501 472 471 0.069 12 2 Principal Arterial 3700 50 502 475 476 0.072 12 1 Minor Arterial 1700 20 503 476 475 0.072 12 1 Minor Arterial 1700 2 Page 9 of 55 Page9 o 55Appendix C - Page 10 of 64

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

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

504 476 477 0.08 12 2 Minor Arterial 3400 35 505 477 476 0.08 12 2 Minor Arterial 3400 35 506 477 478 0.074 12 2 Minor Arterial 3400 35 507 478 477 0.074 12 2 Minor Arterial 3400 35 508 347 478 0.164 12 2 Minor Arterial 3400 35 509 478 347 0.164 12 2 Minor Arterial 3400 35 510 484 485 0.675 12 1 Principal Arterial 1600 55 511 485 484 0.675 12 1 Principal Arterial 1600 55 512 483 484 0.092 12 1 Principal Arterial 1600 55 513 484 483 0.092 12 1 Principal Arterial 1600 55 514 486 487 0.402 12 2 Principal Arterial 3350 45 515 487 486 0.402 12 2 Principal Arterial 3350 45 516 492 493 0.09 12 1 Principal Arterial 1600 30 517 493 492 0.09 12 1 Maj'or Arterial 1600 30 518 457 700 3.299 12 1 -Principal Arterial 1800 55 519 700 457 3.299 12 1 Principal Arterial 1800 55 520 497 498 0.007 12 1 Minor Arterial 1300 35 521 498 497 0.007 12 1 Minor Arterial 1300 35 522 949 1130 0.254 12 1 Ramp 1500 35 523 512 513 0.07 12 2 Principal Arterial 3350 45 524 513 512 0.07 12 2 Principal Arterial 3350 45 525 514 515 0.429 12 1 Minor Arterial 1300 40 526 515 514 0.429 12 1 Minor Arterial 1300 40 527 341 517 0.127 12 1 Major Arterial 1700 25 528 517 341 0.127 12 1 Major Arterial 1700 25 529 324 522 0.081 12 1 Major Arterial 1700 35 530 522 324 0.081 12 1 Major Arterial 1700 35 531 524 525 1.478 12 1 Major Arterial 1300 55 532 525 524 1.478 12 1 Major Arterial 1300 55 533 475 526 0.07 12 1 Major Arterial 1700 20 534 526 475 0.07 12 1 Major Arterial 1700 20 535 530 531 0.12 12 1 Major Arterial 1700 45 536 531 530 0.12 12 1 Major Arterial 1700 45 537 171 533 1.076 12 2 Principal Arterial 3700 65 538 534 172 1.077 12 2 Principal Arterial 3700 65 539 157 536 0.511 12 2 Major Arterial 3100 45 540 536 157 0.511 12 2 Major Arterial 3100 45 541 538 537 0.233 12 2 Principal Arterial 3700 50 542 539 540 0.469 12 2 Principal Arterial 3700 55 543 1174 934 0.044 12 3 Major Arterial 4650 45 544 981 1131 0.056 12 3 Major Arterial 4650 45 545 1133 1134 0.012 11 2 Collector /Local Road 1600 15 546 544 545 0.992 1 10 1 Collector / Local Road 800 30 547 545 544 0.992 12 1 Collector / Local Road 800 55 548 449 545 0.143 12 1 Collector / Local Road 800 45 549 545 449 0.143 12 1 Collector /Local Road 800 45 550 451 546 0.504 10 1 Collector /Local Road 800 35 551 546 451 0.504 10 1 Collector /Local Road 800 35 552 548 549 0.479 10 1 Collector /Local Road 800 15 553 549 548 0.479 10 1 Collector I Local Road 800 15 554 489 551 0.667 10 1 Collector/I Local Road 800 15 555 551 489 0.667 10 1 Collector /Local Road 800 15 556 551 552 0.144 10 1 Collector/ Local Road 800 15 557 552 551 0.144 10 1 Collector / Local Road 800 15 558 550 552 0.185 10 1 Collector / Local Road 800 15 559 552 550 0.185 10 1 Collector /Local Road 800 15 Page 10 of 55 Page10 o 55Appendix C -Page 11 of 64

Appendix C Quad NGS Appedix NetworkQua NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio

( Felhow __(mph)

Link#

UNod D-ode (mi) Width (ft) Lanes Satattio FlowFFS mph 560 553 554 0.178 10 1 Collector! Local Road 800 15 561 554 553 0.178 10 1 Collector /Local Road 800 15 562 554 555 0.401 10 1 Collector / Local Road 800 15 563 555 554 0.401 10 1 Collector! Local Road 800 15 564 555 556 0.15 10 1 Collector! Local Road 800 15 565 556 555 0.15 10 1 Collector! Local Road 800 15 566 556 557 0.235 10 1 Collector / Local Road 800 15 567 557 556 0.235 10 1 Collector!/ Local Road 800 15 568 557 558 0.136 10 1 Collector!/ Local Road 800 15 569 558 557 0.136 10 1 Collector / Local Road 800 15 570 559 560 0.403 10 1 Collector! Local Road 800 15 571 560 559 0.403 10 1 Collector! Local Road 800 15 572 464 565 0.058 10 1 Collector! Local Road 800 15 573 565 464 0.058 10 1 Collector! Local Road 800 15 574 469 566 0.087 1 12 2 Principal Arterial 2500 45 575 566 469 0.087 12 2 Principal Arterial 2500 45 576 565 567 0.13 10 1 Collector/ Local Road 800 15 577 567 565 0.13 10 1 Collector! Local Road 800 15 578 567 568 0.007 10 1 Collector! Local Road 800 15 579 568 567 0.007 10 1 Collector! Local Road 800 15 580 568 569 0.023 10 1 Collector! Local Road 800 15 581 569 568 0.023 10 1 Collector! Local Road 800 15 582 569 570 0.054 10 1 Collector! Local Road 800 15 583 570 569 0.054 10 1 Collector! Local Road 800 15 584 570 572 0.078 10 1 Collector! Local Road 800 15 585 572 570 0.078 10 1 Collector! Local Road 800 15 586 572 573 0.03 10 1 Collector! Local Road 800 15 587 573 572 0.03 10 1 Collector! Local Road 800 15 588 573 574 0.019 1 10 1 Collector!/ Local Road 800 15 589 574 573 0.019 10 1 Collector!/Local Road 800 15 590 574 575 0.006 10 1 Collector!/ Local Road 800 15 591 575 574 0.006 10 1 Collector! Local Road 800 15 592 575 578 0.117 10 1 Collector! Local Road 800 15 593 578 575 0.117 1 10 1 Collector! Local Road 800 15 594 578 579 0.044 10 1 Collector! Local Road 800 15 595 579 578 0.044 10 1 Collector! Local Road 800 15 596 577 580 0.066 12 2 Principal Arterial 2500 45 597 580 577 0.066 12 2 Principal Arterial 2500 45 598 581 582 0.052 12 2 Collector! Local Road 1600 30 599 582 581 0.052 12 2 Collector! Local Road 1600 30 600 579 583 0.059 10 1 Collector! Local Road 800 15 601 583 579 0.059 10 1 Collector I Local Road 800 15 602 582 584 0.025 12 2 Collector! Local Road 1600 30 603 584 582 0.025 12 2 Collector! Local Road 1600 30 604 583 585 0.021 10 1 Collector! Local Road 800 15 605 585 583 0.021 10 1 Collector! Local Road 800 15 606 585 586 0.047 10 1 Collector! Local Road 800 15 607 586 585 0.047 10 1 Collector! Local Road 800 15 608 586 588 0.063 10 1 Collector! Local Road 800 15 609 588 586 0.063 10 1 Collector! Local Road 800 15 610 589 782 0.293 10 1 Collector! Local Road 800 15 611 782 589 0.293 10 1 Collector! Local Road 800 15 612 588 590 0.194 10 1 Collector/ Local Road 800 15 613 590 588 0.194 10 1 Collector! Local Road 800 15 614 591 592 0.113 10 1 Collector/!Local Road 800 15 6 15 592 591 0.113 10 1 Collector/ Local Road 800 15 Page 11 of 55 Page11 o55Appendix C - Page 12 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felorw ___(mph)

LinkU UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF5 mph 616 590 592 0.058 10 1 Collector /Local Road 800 15 617 592 590 0.058 10 1 Collector /Local Road 800 15 618 594 595 0.053 10 1 Collector / Local Road 800 15 619 595 594 0.053 10 1 Collector! Local Road 800 15 620 594 596 0.063 10 1 Collector/ Local Road 800 15 621 596 594 0.063 10 1 Collector / Local Road 800 15 622 596 597 0.052 10 1 Collector! Local Road 800 15 623 597 596 0.052 10 1 Collector /Local Road 800 15 624 589 598 0.198 10 1 Collector / Local Road 800 15 625 598 589 0.198 10 1 Collector / Local Road 800 15 626 599 600 0.27 10 1 Collector! Local Road 800 15 627 600 599 0.27 10 1 Collector! Local Road 800 15 628 600 601 0.386 1 10 1 Collector! Local Road 800 15 629 601 600 0.386 10 1 Collector /Local Road 800 15 630 602 603 0.183 10 1 Collector / Local Road 800 15 631 603 602 0.183 10 1 Collector /Local Road 800 15 632 603 604 0.191 10 1 Collector/ Local Road 800 15 633 604 603 0.191 10 1 Collector!/ Local Road 800 15 634 604 605 0.604 10 1 Collector! Local Road 800 15 635 605 604 0.604 10 1 Collector! Local Road 800 15 636 606 607 0.816 10 1 Collector!/ Local Road 800 15 637 607 606 0.816 10 1 Collector / Local Road 800 15 638 613 614 0.014 12 2 Collector /Local Road 1600 30 639 616 617 0.202 10 1 Collector /Local Road 800 15 640 617 616 0.202 10 1 Collector /Local Road 800 15 641 617 618 0.122 10 1 Collector/ Local Road 800 15 642 618 617 0.122 10 1 Collector/ Local Road 800 15 643 619 620 0.123 10 1 Collector!/ Local Road 800 15 644 620 619 0.123 10 1 Collector!/ Local Road 800 15 645 619 621 0.195 10 1 Collector /Local Road 800 15 646 621 619 0.195 10 1 Collector /Local Road 800 15 647 623 624 0.264 10 1 Collector / Local Road 800 15 648 624 623 0.264 10 1 Collector! Local Road 800 15 649 627 628 1.51 10 1 Collector/ Local Road 800 15 650 628 627 1.51 10 1 Collector! Local Road 800 15 651 627 629 5.793 10 1 Collector! Local Road 800 15 652 629 627 5.793 10 1 Collector!I Local Road 800 15 653 442 443 0.104 12 2 Minor Arterial 2600 40 654 443 442 0.104 12 2 Minor Arterial 2600 40 655 405 651 0.157 12 1 Minor Arterial 1300 40 656 651 405 0.157 12 1 Minor Arterial 1300 40 657 657 658 0.088 12 2 Collector / Local Road 1600 15 658 658 657 0.088 12 2 Collector I Local Road 1600 15 659 656 659 0.14 12 2 Minor Arterial 2600 40 660 659 656 0.14 12 2 Minor Arterial 2600 40 661 659 660 0.073 12 1 Minor Arterial 1300 40 662 660 659 0.073 12 1 Minor Arterial 1300 40 663 659 664 0.178 12 2 Minor Arterial 2600 40 664 664 659 0.178 12 2 Minor Arterial 2600 40 665 343 668 0.144 12 1 Minor Arterial 1700 35 666 668 343 0.144 12 1 Minor Arterial 1700 35 667 666 669 0.203 12 2 Minor Arterial 3400 40 668 669 666 0.203 12 2 Minor Arterial 3400 40 669 669 670 0.03 1 12 2 Minor Arterial 2600 40 670 670 669 0.03 1 12 2 Minor Arterial 2600 40 671 339 416 0.069 1 12 1 Collector/ Local Road 1700 40 Page 12 of 55 Page12 o55Appendix C - Page 13 of 64

Appendix C Quad NGS Appedix Network QuaNGSRoadway Data Table Link # U-Node D-Node (mie (Lent Withtht Laneh LanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

672 416 339 0.069 12 1 Collector / Local Road 1700 40 673 380 381 0.007 12 1 Minor Arterial 1700 40 674 381 380 0.007 12 1 Minor Arterial 1700 40 675 382 383 0.008 12 2 Minor Arterial 3400 40 676 383 382 0.008 12 2 Minor Arterial 3400 40 677 386 387 0.014 12 2 Collector/ Local Road 1600 15 678 387 386 0.014 12 2 Collector / Local Road 1600 15 679 388 389 0.012 12 2 Minor Arterial 3400 40 680 389 388 0.012 12 2 Minor Arterial 3400 40 681 344 390 0.013 12 2 Minor Arterial 3400 40 682 390 344 0.013 12 2 Minor Arterial 3400 40 683 533 534 0.017 10 1 Collector/ILocal Road 800 35 684 534 533 0.017 10- 1 Collector / Local Road 800 35 685 629 685 1.656 10 1 Collector! Local Road 800 35 686 685 629 1.656 10 1 Collector! Local Road 800 35 687 181 687 0.731 12 1 Ramp 1500 35 688 687 182 0.181 12 1 Ramp 1500 35 689 453 562 0.169 12 1 Principal Arterial 1700 45 690 562 453 0.169 12 1 Principal Arterial 1700 45 691 562 563 0.056 12 1 Principal Arterial 1700 45 692 563 562 0.056 12 1 Principal Arterial 1700 45 693 1238 1279 0.047 12 1 Collector! Local Road 1300 55 694 1279 1238 0.047 12 1 Collector! Local Road 1300 55 695 1235 1237 0.286 12 1 Collector!/ Local Road 1300 55 696 1237 1235 0.286 12 1 Collector / Local Road 1300 55 697 1255 1298 0.386 12 1 Collector / Local Road 800 45 698 1298 1255 0.386 12 1 Collector!I Local Road 800 45 699 1265 1296 0.015 12 1 Collector! Local Road 1300 40 700 1296 1265 0.015 12 1 Collector /Local Road 1300 40 701 444 689 0.121 12 2 Collector/ Local Road 1600 15 702 689 444 0.121 12 2 Collector /Local Road 1600 15 703 502 630 3.699 12 1 Collector / Local Road 800 55 704 630 502 3.699 12 1 Collector / Local Road 800 55 705 625 628 0.555 10 1 Collector! Local Road 800 15 706 628 625 0.555 10 1 Collector! Local Road 800 15 707 624 625 0.308 10 1 Collector!/ Local Road 800 15 708 625 624 0.308 10 1 Collector /Local Road 800 15 709 629 694 0.857 10 1 Collector / Local Road 800 35 710 694 629 0.857 10 1 Collector! Local Road 800 35 711 620 695 0.053 10 1 Collector!/ Local Road 800 15 712 695 620 0.053 10 1 Collector!/ Local Road 800 15 713 618 695 0.269 10 1 Collector /Local Road 800 15 714 695 618 0.269 10 1 Collector/ Local Road 800 15 715 694 696 0.642 10 1 Collector!/ Local Road 800 35 716 696 694 0.642 10 1 Collector! Local Road 800 35 717 599 697 0.345 10 1 Collector /Local Road 800 15 718 697 599 0.345 10 1 Collector! Local Road 800 15 719 601 602 0.25 10 1 Collector! Local Road 800 15 720 602 601 0.25 10 1 Collector! Local Road 800 15 721 597 611 0.254 10 1 Collector!/ Local Road 800 15 722 611 597 0.254 10 1 Collector/ Local Road 800 15 723 592 595 0.217 10 1 Collector! Local Road 800 15 724 595 592 0.217 10 1 Collector / Local Road 800 15 725 591 593 0.591 10 1 Collector /Local Road 800 15 726 593 1 591 0.591 10 1 Collector! Local Road 800 15 727 605 1 696 1.77 10 1 Collector! Local Road 800 15 Page 13 of 55 Page13 o 55Appendix C - Page 14 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)

______________ (mi) Width (ft) Lanes Rate________ ________

728 696 605 1.77 10 1 Collector! Local Road 800 15 729 607 696 0.185 10 1 Collector / Local Road 800 15 730 696 607 0.185 10 1 Collector!/ Local Road 800 15 731 459 606 0.982 10 1 Collector /Local Road 800 15 732 606 459 0.982 10 1 Collector!I Local Road 800 15 733 460 696 3.247 10 1 Collector! Local Road 800 35 734 696 460 3.247 10 1 Collector / Local Road 800 35 735 558 559 0.211 10 1 Collector / Local Road 800 15 736 559 558 0.211 10 1 Collector/ Local Road 800 15 737 552 553 0.288 10 1 Collector! Local Road 800 15 738 553 552 0.288 10 1 Collector / Local Road 800 15 739 548 550 0.329 10 1 Collector /Local Road 800 15 740 550 548 0.329 10 1 Collector / Local Road 800 15 741 500 549 0.81 10 1 Collector! Local Road 800 15 742 549 500 0.81 10 1 Collector / Local Road 800 15 743 499 702 6.665 10 1 Collector!I Local Road 800 15 744 702 499 6.665 10 1 Collector! Local Road 800 15 745 704 705 1.779 12 1 Collector! Local Road 800 45 746 705 704 1.779 12 1 Collector!/ Local Road 800 45 747 543 706 2.236 12 1 Collector! Local Road 800 45 748 706 543 2.236 12 1 Collector!/ Local Road 800 45 749 708 709 1.002 12 1 Major Arterial 1300 55 750 709 708 1.002 12 1 Major Arterial 1300 55 751 363 372 0.995 12 1 Major Arterial 1300 55 752 . 372 363 0.995 12 1 Major Arterial 1300 55 753 414 688 0.109 12 2_ Major Arterial 3100 45 754 688 414 0.109 12 2 Major Arterial 3100 45 _

755 204 639 0.484 12 1 Major Arterial 1700 35 _

756 639 204 0.484 12 1 Major Arterial 1700 35 757 336 256 0.621 12 1 Ramp 1500 35 758 667 670 0.096 12 2 Minor Arterial 3400 40 759 670 667 0.096 12 2 Minor Arterial 3400 40 760 448 449 1.09 12 1 Major Arterial 1300 50 761 449 448 1.09 12 2 Major Arterial 1300 50 762 137 450 15.642 12 1 Major Arterial 1600 50 763 450 137 15.642 12 1 Major Arterial 1600 50 764 532 544 0.135 12 1 Major Arterial 1300 30 _

765 544 532 0.135 12 1 Major Arterial 1300 55 _

766 488 547 0.407 12 1 Major Arterial 1600 50 767 547 488 0.407 12 1 Principal Arterial 1600 55 768 489 490 0.27 12 1 Principal Arterial 1700 45 769 490 489 0.27 12 1 Major Arterial 1700 45 770 461 710 0.745 12 1 Minor Arterial 1300 45 771 710 461 0.745 12 1 Minor Arterial 1300 45 772 465 466 0.459 12 2 Minor Arterial 3400 30 773 466 465 0.459 12 2 Minor Arterial 3400 30 _

774 510 530 0.421 12 1 Major Arterial 1700 50 775 530 510 0.421 12 1 Major Arterial 1700 50 776 159 693 2.928 12 1 Principal Arterial 1800 55 777 693 159 2.928 12 1 Principal Arterial 1800 55 _

778 608 693 1.012 12 1 Principal Arterial 1800 55 _

779 693 608 1.012 12 1 Principal Arterial 1800 55 780 457 608 0.974 12 1 Principal Arterial 1800 55 _

71 608 457 0.974 12 1 Principal Arterial 1800 55 72 152 156 0.235 12 1 Major Arterial 1300 55 73 156 152 0.235 12 1_ Major Arterial 1300 55 Page 14 of 55 Page14o55Appendix C - Page 15 of 64

Appendix C Quad NGS Qua Appedix Network Data Table NGSRoadway Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felhrw ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 784 152 524 1.002 12 1 Major Arterial 1300 55 785 524 152 1.002 12 1 Major Arterial 1300 55 786 525 56 ,1 1.008 12 1 Major Arterial 1300 55 787 561 525 1.008 12 1 Major Arterial 1300 55 788 518 528 3.153 12 1 Major Arterial 1300 55 789 528 518 3.153 12 1 Major Arterial 1300 55 790 456 612 4.846 12 1- Major Arterial 1300 55 791 612 456 4.846 12 1 Major Arterial 1300 55 792 525 698 0.995 12 1 Major Arterial 1300 45 793 698 525 0.995 12 1 Major Arterial 1300 45 794 458 571 1.136 12 1 Major Arterial 1300 55 795 571 458 1.136 12 1 Major Arterial 1300 55 796 699 711 0.558 12 1 Major Arterial 1300 45 797 711 699 0.558 12 1 Major Arterial 1300 45 798 167 535 0.812 12 2 Principal Arterial 3700 65 799 482 631 0.519 12 1 Major Arterial 1300 55 800 631 482 0.519 12 1 Major Arterial 1300 55 801 708 713 2.038 12 1 Major Arterial 1300 55 802 713 708 2.038 12 1 Major Arterial 1300 55 803 515 714 0.144 12 1 Major Arterial 1300 45 804 714 515 0.144 12 1 Major Arterial 1300 45 805 369 717 0.193 12 1 Major Arterial 1300 35 806 717 369 0.193 12 1 Major Arterial 1300 35 807 716 717 0.181 12 1 Major Arterial 1300 45 808 717 716 0.181 12 1 Major Arterial 1300 45 809 399 719 0.111 12 1 Principal Arterial 1700 45 810 719 399 0.111 12 1 Principal Arterial 1700 45 811 719 720 0.147 12 1 Principal Arterial 1600 55 812 720 719 0.147 12 1 Principal Arterial 1600 55 813 428 721 0.244 12 1 Principal Arterial 1700 55 814 721 428 0.244 12 1 Principal Arterial 1700 55 815 427 722 0.209 12 1 Principal Arterial 1700 45 816 722 427 0.209 12 1 Principal Arterial 1700 45 817 408 723 0.109 12 1 Minor Arterial 1300 45 818 723 408 0.109 12 1 Minor Arterial 1300 45 819 724 725 0.016 12 1 Major Arterial 1300 45 820 725 724 0.016 12 1 Major Arterial 1300 45 821 726 727 0.482 12 1 Major Arterial 1300 45 822 727 726 0.482 12 1 Major Arterial 1300 45 823 727 728 0.046 12 1 Major Arterial 1300 55 824 728 727 0.046 12 1 Major Arterial 1300 45 825 203 205 0.665 12 2 Freeway 4100 65 826 206 201 0.685 12 2 Freeway 4100 65 827 673 730 0.013 12 1 Minor Arterial 1700 40 828 730 673 0.013 12 1 Minor Arterial 1700 40 829 227 732 0.326 12 1 Ramp 1500 35 830 733 432 1.651 12 1 Ramp 1500 65 831 675 734 0.079 12 2 Minor Arterial 3400 40 832 734 735 0.007 12 2 Minor Arterial 3400 40 833 690 736 0.028 12 1 Minor Arterial 1700 40 1 834 736 690 0.028 12 1 Minor Arterial 1700 40 835 690 737 0.024 12 2 Minor Arterial 3400 40 836 737 690 0.024 12 2 Minor Arterial 3400 40 837 736 737 0.044 12 2 Minor Arterial 3400 40 838 737 736 0.044 12 2 Minor Arterial 3400 40 839 274 657 0.227 12 4 Principal Arterial 6700 45 Page 15 of 55 ~ofSSAppendix Page C - Page 16 of 64

Appendix C Quad NGS Appedix Network QuaNGSRoadway Data Table Link # U-Node 0-Node (mie Lengt Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

840 734 738 0.059 12 2 Collector/ Local Road 3400 40 841 738 735 0.061 12 2 Collector / Local Road 3400 40 842 514 739 0.048 12 1 Major Arterial 1300 55 843 739 514 0.048 12 1 Major Arterial 1300 55 844 210 322 0.9 12 1 Ramp 1500 35 845 213 322 1.172 12 2 Freeway 4100 65 846 658 276 0.237 12 2 Principal Arterial 3350 45 847 741 294 0.169 12 1 Ramp 1500 35 848 742 296 0.035 12 2 Collector / Local Road 3400 40 849 296 741 0.022 12 1 Ramp 1500 35 850 742 741 0.039 12 1 Ramp 1500 35 851 300 743 0.178 12 2 Ramp 3000 55 852 743 744 0.194 1 12 2 Ramp 3000 55 853 747 240 0.019 12 1 Ramp 1500 35 854 748 253 0.122 12 2 Major Arterial 3100 45 855 240 748 0.029 12 2 Major Arterial 3100 45 856 747 748 0.036 12 1 Ramp 1500 35 857 749 746 0.058 12 2 Freeway 4100 65 858 327 752 0.021 12 1 Major Arterial 1700 45 859 752 327 0.021 12 1 Major Arterial 1700 45 860 671 754 0.071 12 2 Collector / Local Road 3400 40 861 754 671 0.071 12 2 Collector /Local Road 3400 40 862 150 148 1.324 12 2 Freeway 4100 60 863 144 142 1.333 12 2 Freeway 4100 60 864 154 757 0.025 12 2 Minor Arterial 3400 40 865 473 757 0.158 12 2 Minor Arterial 3400 40 866 757 473 0.158 12 2 Minor Arterial 3400 40 867 757 141 0.025 12 2 Minor Arterial 2600 40 868 537 758 0.697 12 2 Principal Arterial 3700 55 869 758 541 0.299 12 2 Principal Arterial 3700 50 870 542 539 0.528 12 2 Principal Arterial 3700 50 871 312 761 0.08 12 1 Ramp 1500 35 872 761 334 0.069 12 2 Ramp 3000 40 873 762 686 0.086 12 1 Major Arterial 1700 50 874 763 297 0.15 12 2 Freeway 4100 55 875 744 763 0.066 12 2 Freeway 4100 50 876 424 764 0.255 12 1 Principal Arterial 1700 35 877 764 424 0.255 12 1 Principal Arterial 1700 35 878 384 385 0.012 12 2 Collector/ Local Road 1600 15 879 385 384 0.012 12 2 Collector/ Local Road 1600 15 880 303 301 0.041 12 2 Principal Arterial 3350 45 881 1305 1306 0.049 12 1 Major Arterial 1300 45 882 1306 1305 0.049 12 1 Major Arterial 1300 45 883 1307 1308 0.075 12 1 Minor Arterial 1300 40 884 1308 1307 0.075 12 1 Minor Arterial 1300 40 885 1300 1309 0.421 12 1 Minor Arterial 1300 45 886 1309 1300 0.421 12 1 Minor Arterial 1300 45 887 1215 1216 0.01 12 1 Minor Arterial 1300 40 888 1216 1220 0.803 12 1 Major Arterial 1300 45 889 942 1152 0.133 12 1 Minor Arterial 1300 45 890 1152 942 0.133 12 1 Minor Arterial 1300 45 891 1249 1313 0.234 12 1 Principal Arterial 1600 40 892 1313 ,1249 0.234 12 1 Principal Arterial 1600 40 893 - 1253 1313 0.074 12 1 Principal Arterial 1700 55 894 1313 1253 0.074 12 1 Principal Arterial 1700 55 895 1301 1317 0.124 12 1 Principal Arterial 1700 30 Page 16 of 55 o 55Appendix Page16 C - Page 17 of 64

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

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

896 1317 1301 0.124 12 1 Principal Arterial 1700 30 897 1226 1272 0.092 12 1 Mawor Arterial 1300 55 898 1272 1226 0.092 12 1 Major Arterial 1300 55 899 1318 1319 0.515 12 1 Principal Arterial 1600 55 900 1319 1318 0.515 12 1 Principal Arterial 1600 55 901 1319 1320 0.521 12 1 Principal Arterial 1600 45 902 1320 1319 0.521 12 1 Principal Arterial 1600 45 903 1121 1138 0.053 12 1 Collector /Local Road 1700 30 904 1138 1121 0.053 12 1 Collector /Local Road 1700 30 905 1017 1141 0.249 12 1 Principal Arterial 1700 30 906 1141 1017 0.249 12 1 Principal Arterial 1700 30 907 952 979 0.295 12 2 Freeway 4100 65 908 841 839 0.815 12 1 Principal Arterial 1700 45 909 838 842 0.872 12 2 Principal Arterial 3700 55 910 863 1145 0.335 12 1 Ramp 1500 55 911 1145 867 0.597 12 2 Freeway 4100 65 912 1149 1148 0.014 12 2 Major Arterial 3100 45 913 1148 978 0.411 1 12 2 Major Arterial 3600 55 914 980 929 0.336 12 1 Ramp 1500 35 915 928 931 0.258 12 1 Ramp 1500 35 916 959 1130 0.114 12 2 Principal Arterial 3350 45 917 1130 959 0.114 12 2 Principal Arterial 3350 45 918 888 890 0.063 12 2 Major Arterial 3100 45 919 890 888 0.063 12 2 Major Arterial 3100 45 920 1151 981 1.345 12 1 Ramp 1500 35 921 930 938 0.937 12 1 Ramp 1500 35 922 882 955 0.41 12 2 Freeway 4100 65 923 954 866 0.319 12 1 Major Arterial 1300 55 924 922 991 0.024 12 1 Minor Arterial 1700 45 925 991 922 0.024 12 1 Minor Arterial 1700 45 926 280 766 0.078 12 2 Freeway 4100____ 55 927 264 261 1.415 12 2 Freeway 4100 65 928 257 767 0.845 12 2 Freeway 4100 65 929 259 733 0.518 12 2 Ramp 3000 65 930 138 560 0.748 12 1 Major Arterial 1700 50 931 560 138 0.48 12 1 Major Arterial 1700 50 932 498 706 0.995 12 1 Collector/I Local Road 1600 45 933 706 498 0.995 12 1 Minor Arterial 1300 55 934 598 610 0.226 10 1 Collector / Local Road 800 15 935 610 598 0.226 10 1 Collector! Local Road 800 15 936 704 706 1.002 12 1 Collector! Local Road 800 45 937 706 704 1.002 12 1 Collector!/Local Road 800 45 938 277 355 0.208 12 2 Minor Arterial 3400 40 939 355 277 0.208 12 2 Minor Arterial 3400 40 940 1322 1203 0.576 12 2 Freeway 4100 65 941 1211 1204 1.065 12 1 Ramp 1500 35 942 1209 1202 1.375 12 1 Ramp 1500 45 943 1323 1211 0.14 12 1 Principal Arterial 1600 55 944 1212 1323 0.46 1 12 1 Principal Arterial 1600 55 945 1210 1282 0.49 12 1 Principal Arterial 1600 55 946 1282 1209 0.492 12 1 Principal Arterial 1600 55 947 771 772 0.038 12 1 Minor Arterial 1700 40 948 772 771 0.038 12 1_ Minor Arterial 1700 40 949 774 775 3.289 11 1 Collector! Local Road 1200 45 950 775 1 774 3.289 -- il 1 Collector! Local Road 1200 45 951 623 1 775 0.201 10 1 Collector I Local Road 800 15 Page 17 of 55 Page17 o 55Appendix C - Page 18 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway 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) FF(mh 952 775 623 0.201 10 1 Collector I Local Road 800 15 953 621 775 0.614 10 1 Collector!/ Local Road 800 15 954 775 621 0.614 10 1 Collector! Local Road 800 15 955 697 776 0.092 10 1 Collector/ Local Road 800 15 956 776 697 0.092 10 1 Collector / Local Road 800 1 957 598 776 0.406 10 1 Collector!/ Local Road B00 15____

958 776 598 0.406 10 1 Collector/I Local Road 800 15_____

959 776 777 0.111 11 1 Collector / Local Road 1200 45____

960 777 776 0.111 11 1 Collector!/ Local Road 1200 4 961 777 778 0.317 10 1 Collector! Local Road 800 15___

962 778 777 0.317 10 1 Collector! Local Road 800 1 963 775 778 0.977 11 1 Collector!/ Local Road 1200 4 964 778 775 0.977 11 1 Collector! Local Road 1200 45 965 776 779 3.539 11 1 Collector! Local Road 1200 45 966 779 776 3.539 11 1 Collector!/ Local Road 1200 45 967 779 780 1.58 11 1 Collector!/ Local Road 1200 45 968 780 779 1.58 11 1 Collector! Local Road 1200 45 969 712 782 1.712 10 1 Collector /Local Road 800 15 970 782 712 1.712 10 1 Collector /Local Road 800 15 971 611 783 0.175 10 1 Collector/!Local Road 800 15 972 783 611 0.175 10 1 Collector! Local Road 800 15 973 598 783 0.076 10 1 Collector!/ Local Road 800 15 974 783 598 0.076 10 1 Collector / Local Road 800 15 975 415 640 6.267 12 1 Major Arterial 1300 55 976 640 415 6.267 12 1 Major Arterial 1300 55 977 401 676 0.014 12 2 Minor Arterial 3400 40 978 676 401 0.014 12 2 Minor Arterial 3400 40 979 786 734 0.01 12 2 Collector/!Local Road 3400 40 980 735 787 0.01 12 2 Collector! Local Road 3400 40 981 786 675 0.08 12 2 Minor Arterial 3400 40 982 787 786 0.007 12 2 Minor Arterial 3400 40 983 410 635 0.031 12 1 Collector!/Local Road 1300 30 984 635 410 0.031 12 1 Collector! Local Road 1300 30 985 440 634 0.842 12 1 Major Arterial 1300 55 986 634 440 0.842 12 1 Major Arterial 1300 55 987 436 788 0.089 12 1 Major Arterial 1700 25 988 788 436 0.089 12 1 Major Arterial 1700 25 989 364 632 1.001 12 1 Major Arterial 1300 55 990 632 364 1.001 12 1 Major Arterial 1300 55 991 375 433 3.326 12 1 Major Arterial 1300 55 992 433 375 3.326 12 1 Major Arterial 1300 55 993 359 638 0.212 12 2 Major Arterial 2700 35 994 638 359 0.212 12 1 Major Arterial 1300 35 995 639 790 0.11 12 1 Major Arterial 1700 45 996 790 639 0.11 12 1 Major Arterial 1700 45 997 718 792 0.43 12 1 Principal Arterial 1600 55 998 792 718 0.43 12 1 Principal Arterial 1600 55 999 398 794 0.734 12 1 Minor Arterial 1300 45 1000 794 398 0.734 12 1 Minor Arterial 1300 45 1001 637 795 0.153 12 1 Principal Arterial 1600 55 1002 795 637 0.153 12 1 Principal Arterial 1600 55 _

1003 709 796 0.717 12 1 Major Arterial 1300 45 1004 796 709 0.717 12 1 Major Arterial 1300 45 1005 796 797 0.28 12 1 Major Arterial 1300 35 1006 797 796 0.28 12 1 Major Arterial 1300 35 1007 793 798 0.065 12 1 Minor Arterial 1300 35 Page 18 of 55 Page18 o 55Appendix C- Page 19 of 64

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

_____ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

1008 798 793 0.065 12 1 Minor Arterial 1300 35 1009 683 684 0.42 12 2 Principal Arterial 3350 45 1010 684 683 0.42 12 2 Principal Arterial 3350 45 1011 787 742 0.229 12 2 Collector / Local Road 3400 40 1012 755 756 0.267 12 1 Minor Arterial 1700 40 1013 756 755 0.267 12 1 Minor Arterial 1700 40 1014 801 802 0.014 12 1 Collector/ Local Road 1300 40 1015 800 803 0.062 12 1 Collector /Local Road 1300 40 1016 803 800 0.062 12 1 Collector! Local Road 1300 40 1017 805 804 0.018 12 1 Collector/ Local Road 1300 40 1018 799 806 0.007 12 2 Minor Arterial 3400 40 1019 806 799 0.007 12 2 Minor Arterial 3400 40 1020 647 807 0.007 12 2 Minor Arterial 3400 40 1021 807 647 0.007 12 2 Minor Arterial 3400 40 1022 785 808 0.1 12 2 Major Arterial 2700 35 1023 808 785 0.1 12 2 Major Arterial 2700 35 1024 648 808 0.007 12 2 Major Arterial 2700 35 1025 808 648 0.007 12 2 Major Arterial 2700 35 1026 271 809 0.006 12 1 Minor Arterial 1700 40 1027 765 271 0.37 12 1 Ram p 1500 35 1028 270 321 0.357 12 1 Ramp 1500 35 1029 810 270 0.006 12 1 Minor Arterial 1300 40 1030 767 810 0.364 12 1 Ramp 1500 35 1031 810 272 0.235 12 2 Minor Arterial 2600 40 1032 809 269 0.357 12 1 Ramp 1500 35 1033 804 801 0.018 12 1 Collector /Local Road 1300 40 1034 802 805 0.019 12 1 Collector! Local Road 1300 40 1035 803 801 0.07 12 1 Collector! Local Road 1300 40 1036 802 811 0.066 12 1 Collector/ Local Road 1300 40 1037 809 810 0.195 12 2 Minor Arterial 2600 40 1038 767 321 0.69 12 2 Freeway 4100 65 1039 765 269 0.697 12 2 Freeway 4100 65 1040 804 803 0.07 12 1 Collector /Local Road 1300 40 1041 811 805 0.06 12 1 Collector /Local Road 1300 40 1042 812 804 0.113 12 2 Collector! Local Road 2600 40 1043 805 813 0.089 12 2 Collector! Local Road 2600 40 1044 444 658 0.261 12 2 Principal Arterial 3350 45 1045 657 689 0.276 12 4 Principal Arterial 6700 45 1046 642 729 0.648 12 1 Major Arterial 1300 45 1047 729 642 0.648 12 1 Major Arterial 1300 45 1048 811 816 0.109 12 1 Collector/ Local Road 1300 40 1049 816 811 0.109 12 1 Collector /Local Road 1300 40 1050 1155 923 0.006 12 1 Major Arterial 1700 45 1051 924 1156 0.006 12 1 Major Arterial 1700 45 1052 1119 1157 0.01 12 1 MaIjor Arterial 1700 45 1053 1157 1119 0.01 12 1 Malj.or Arterial 1700 45 1054 1156 1155 0.011 12 2 Minor Arterial 3400 40 1055 914 1158 0.149 12 2 Minor Arterial 3400 40 1056 1162 1099 0.028 12 2 Collector! Local Road 3400 40 1057 1049 1050 0.307 12 2 Major Arterial 3100 45 1058 1163 1058 0.071 12 2 Collector /Local Road 1600 15 1059 1164 1063 0.126 12 2 Major Arterial 3100 45 1060 890 959 0.052 12 2 Principal Arterial 3350 45 1061 959 890 0.052 12 2 Principal Arterial 3350 45 1062 857 833 13.118 12 2 Freeway 4100 65 1063 1089 1167 0.447 12 1 Principal Arterial 1700 45 Page 19 of 55 Page19 o 55Appendix C - Page 20 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node (mie Lengt Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

1064 1167 1089 0.447 12 1 Principal Arterial 1700 45 1065 1168 1169 0.367 12 1 Major Arterial 1300 40 1066 1169 1168 0.367 12 1 Major Arterial 1300 40 1067 1171 1144 0.134 12 2 Principal Arterial 3700 55 1068 950 1171 0.157 12 1 Principal Arterial 1700 45 1069 845 1090 0.011 12 2 Major Arterial 3600 55 1070 1090 845 0.011 12 1 Major Arterial 1700 45 1071 1160 1176 0.011 12 2 Collector/ Local Road 1600 15 1072 1177 1160 0.011 12 2 Collector /Local Road 1600 15 1073 1176 1177 0.007 12 2 Collector /Local Road 1600 15 1074 1134 1178 0.009 12 3 Major Arterial 4650 45 1075 1179 1133 0.009 12 3 Major Arterial 4650 45 1076 920 1180 0.024 12 1 Minor Arterial 1700 35 1077 1180 920 0.024 12 1 Minor Arterial 1700 35 1078 1136 1140 0.02 12 1 Principal Arterial 1600 55 1079 1140 1136 0.02 12 2 Principal Arterial 3350 45 1080 1135 1136 1.231 12 1 Principal Arterial 1600 55 1081 1136 1135 1.231 12 1 Principal Arterial 1600 55 1082 1048 1181 0.029 12 2 Major Arterial 2700 30 1083 1182 1092 0.026 12 2 Major Arterial 3100 45 1084 1182 1181 0.032 12 1 Collector /Local Road 1700 40 1085 1003 1183 0.037 12 1 Principal Arterial 1600 40 1086 1183 1003 0.037 12 1 Principal Arterial 1600 40 1087 861 877 4.295 12 2 Freeway 4100 65 1088 1129 1184 0.111 12 1 Major Arterial 1700 45 1089 1184 1129 0.111 _ 12 1 Major Arterial 1700 45 1090 1128 1185 0.123 12 1 Minor Arterial 1700 40 1091 1185 1128 0.123 12 1 Minor Arterial 1700 40 1092 911 912 0.092 12 2 Collector I Local Road 3400 40 1093 1186 911 0.014 12 2 Minor Arterial 3400 40 1094 1187 1186 0.094 12 2 Collector/ Local Road 3400 40 1095 912 1187 0.015 12 2 Minor Arterial 3400 40 1096 821 1012 2.729 12 1 Major Arterial 1300 55 1097 1012 821 2.729 12 1 Major Arterial 1300 55 1098 1023 118 9 0.048 12 1 Major Arterial 1300 40 1099 1189 1023 0.048 12 1 Major Arterial 1300 40 1100 1088 897 0.162 12 1 Major Arterial 1700 55 1101 1190 1079 0.015 12 2 Collector /Local Road 1600 15 1102 1080 1190 0.009 12 3 Major Arterial 4650 45 1103 1033 1091 0.267 12 1 Major Arterial 1300 55 1104 1091 1033 0.267 12 1 Major Arterial 1300 55 1105 1192 1112 0.075 12 1 Collector /Local Road 1700 40 1106 1069 1193 0.008 12 1 Major Arterial 1700 45 1107 1193 1192 0.008 12 1 Collector /Local Road 1700 40 1108 1112 1194 0.076 12 1 Collector /Local Road 1700 40 1109 1194 1069 0.007 12 1 Collector/ Local Road 1700 40 1110 1192 1194 0.009 12 1 Major Arterial 1700 45 1111 1178 1179 0.013 12 2 Collector/ Local Road 1600 15 1112 1173 1195 0.012 12 2 Collector/ Local Road 3400 40 1113 1195 1173 0.012 12 2 Collector /Local Road 3400 40 1114 1150 1056 0.103 12 2 Major Arterial 3100 45 1115 1196 1150 0.009 12 4 Minor Arterial 6800 30 1116 1055 1196 0.063 12 4 Minor Arterial 6800 30 1117 1196 1197 0.062 12 1 Collector/ Local Road 1700 40 1118 1055 1197 0.087 12 2 Major Arterial 3100 45 1119 11213 1204 2.066 12 2 Freeway 4100 65 Page 20 of 55 Page20 o 55Appendix C - Page 21 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhw FFS (mph)

________ ~(ml) Width (ft) Lanes Rate________

1120 1011 1324 1.629 12 1 Major Arterial 1300 55 1121 1324 1011 1.629 12 1 Major Arterial 1300 55 1122 1273 1325 0.03 12 1 Major Arterial 1300 45 1123 1325 1273 0.03 12 1 Major Arterial 1300 45 1124 1240 1326 5.455 12 1 Major Arterial 1300 55 1125 1326 1240 5.455 12 1 Major Arterial 1300 55 1126 1271 1326 0.01 12 1 Major Arterial 1300 45 1127 1326 1271 0.01 12 1 Major Arterial 1300 45 1128 1328 1327 0.089 12 1 Collector / Local Road 1300 45 1129 1327 1303 0.393 12 1 Principal Arterial 1600 55 1130 1305 1327 0.112 12 1 Principal Arterial 1600 55 1131 1305 1328 0.11 12 1 Major Arterial 1300 45 1132 1328 1305 0.11 12 1 Major Arterial 1300 45 1133 1329 1330 0.073 12 1 Collector/ Local Road 1300 45 1134 1306 1329 0.062 12 1 Major Arterial 1300 45 1135 1329 1306 0.062 12 1 Major Arterial 1300 45 1136 1330 1304 0.109 12 1 Principal Arterial 1600 45 1137 1306 1330 0.075 12 1 Principal Arterial 1600 45 1138 1331 1305 0.117 12 1 Principal Arterial 1600 55 1139 1304 1331 0.03 12 1 Principal Arterial 1700 55 1140 1300 1332 1.254 12 1 Minor Arterial 1300 45 1141 1332 1300 1.254 12 1 Minor Arterial 1300 45 1142 1205 1333 0.063 12 1 Principal Arterial 1600 55 1143 1333 1205 0.063 12 1 Principal Arterial 1600 55 1144 1334 1333 0.046 12 1 Collector/ Local Road 1300 45 1145 1205 1334 0.109 12 1 Major Arterial 1300 55 1146 1334 1205 0.109 12 1 Major Arterial 1300 55 1147 1207 1287 0.073 12 1 Minor Arterial 1300 55 1148 1287 1207 0.073 12 1 Minor Arterial 1300 55 1149 1290 1292 0.344 12 1 Collector /Local Road 800 45 1150 1292 1290 0.344 12 1 Collector /Local Road 800 45 1151 1232 1336 0.337 12 1 Major Arterial 1700 45 1152 1336 1232 0.337 12 1 Major Arterial 1700 45 1153 1286 1336 0.019 12 1 Major Arterial 1700 45 1154 1336 1286 0.019 12 2 Principal Arterial 3700 50 1155 1259 1294 0.021 12 1 Minor Arterial 1300 40 1156 1294 1259 0.021 12 1 Minor Arterial 1300 40 1157 1303 1306 0.539 12 1 Principal Arterial 1600 45 1158 872 1198 0.152 12 2 Major Arterial 3600 65 1159 1178 1173 1.097 12 1 Major Arterial 1700 45 1160 1195 1179 1.097 12 1 Major Arterial 1700 45 1161 1073 1129 0.358 12 1 Major Arterial 1700 45 1162 1129 1073 0.358 12 1 Major Arterial 1700 45 1163 1268 1338 0.541 10 1 Collector /Local Road 800 15 1164 1338 1268 0.541 10 1 Collector/ Local Road 800 15 1165 1296 1339 0.5 10 1 Collector/ Local Road 800 15 1166 1339 1296 0.5 10 1 Collector/ Local Road 800 15 1167 1256 1340 1.344 10 1 Collector/ Local Road 800 15 1168 1340 1256 1.344 10 1 Collector/ Local Road 800 15 1169 985 1341 3.611 10 1 Collector/ Local Road 800 15 1170 1341 985 3.611 10 1 Collector/ Local Road 800 15 1171 988 1343 2.878 10 1 Collector/ Local Road 800 15 1172 1343 988 2.878 10 1 Collector/ILocal Road 800 15 1173 986 1344 4.8 10 1 Collector /Local Road 800 15 1174 1344 986 4.8 10 1 Collector /Local Road 800 15 r1175 853 1346 5.494 10 1 Collector/ Local Road 800 15 Page 21 of 55 Page21 o55Appendix C - Page 22 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node (mie Lengt Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) 1176 1346 853 5.494 10 1 Collector / Local Road 800 15 1177 1037 1348 2.268 10 1 Collector / Local Road 800 15 1178 1348 1037 2.268 10 1 Collector/ Local Road 800 15 1179 946 1349 2.936 10 1 Collector/ Local Road 800 15 1180 1349 946 2.936 10 1 Collector/ILocal Road 800 15 1181 1028 1349 2.975 10 1 Collector /Local Road 800 15 1182 1349 1028 2.975 10 1 Collector /Local Road 800 15 1183 1143 1350 3.674 10 1 Collector/ILocal Road 800 15 1184 1350 1143 3.674 10 1 Collector/ Local Road 800 15 1185 1024 1352 5.255 10 1 Collector/ Local Road 800 15 1186 1352 1024 5.255 10 1 Collector/ Local Road 800 15 1187 823 1353 1.174 10 1 Collector /Local Road 800 15 1188 1353 823 1.174 10 1 Collector /Local Road 800 15 1189 1025 1354 2.463 10 1 Collector /Local Road 800 15 1190 1354 1025 2.463 10 1 Collector/ Local Road 800 15 1191 1004 1357 0.569 10 1 Collector/ Local Road 800 15 1192 1357 1004 0.569 10 1 Collector/ Local Road 800 15 1193 1030 1358 1.609 10 1 Collector/ Local Road 800 15 1194 1358 1030 1.609 10 1 Collector /Local Road 800 15 1195 1014 1359 1.059 10 1 Collector /Local Road 800 15 1196 1359 1014 1.059 10 1 Collector /Local Road 800 15 1197 1013 1360 2.477 10 1 Collector /Local Road 800 15 1198 1360 1013 2.477 10 1 Collector/ Local Road 800 15 1199 1010 1361 2.582 10 1 Collector/ Local Road 800 15 1200 1361 1010 2.582 10 1 Collector/ Local Road 800 15 1201 1005 1362 0.209 10 1 Collector/ Local Road 800 15 1202 1362 1005 0.209 10 1 Collector /Local Road 800 15 1203 1009 1364 0.567 12 1 Major Arterial 1300 55 1204 1364 1009 0.567 12 1 Major Arterial 1300 55 1205 819 1365 0.912 12 1 Major Arterial 1300 55 1206 1365 819 0.912 12 1 Major Arterial 1300 55 1207 941 1365 0.706 12 1 Major Arterial 1300 55 1208 1365 941 0.706 12 1 Major Arterial 1300 55 1209 1221 1366 0.65 12 1 Major Arterial 1300 55 1210 1366 1221 0.65 12 1 Major Arterial 1300 55 1211 1324 1367 1.82 10 1 Collector/ Local Road 800 15 1212 1367 1324 1.82 10 1 Collector/ Local Road 800 15 1213 1234 1370 3.081 10 1 Collector /Local Road 800 15 1214 1370 1234 3.081 10 1 Collector /Local Road 800 15 1215 1240 1371 4.672 10 1 Collector /Local Road 800 15 1216 1371 1240 4.672 10 1 Collector /Local Road 800 15 1217 1270 1372 3.428 10 1 Collector /Local Road 800 15 1218 1372 1270 3.428 10 1 Collector/ Local Road 800 15 1219 1239 1373 2.31 10 1 Collector/ Local Road 800 15 1220 1373 1239 2.31 10 1 Collector/ Local Road 800 15 1221 1206 1375 4.494 10 1 Collector I Local Road 800 15 1222 1375 1206 4.494 10 1 Collector /Local Road 800 15 1223 1300 1374 2.707 10 1 Collector /Local Road 800 15 1224 1374 1300 2.707 10 1 Collector /Local Road 800 15 1225 1376 1377 1.202 10 1 Collector/ Local Road 800 15 1226 1377 1376 1.202 10 1 Collector/ Local Road 800 15 1227 1318 1377 2.792 10 1 Collector /Local Road 800 15 1228 1377 1318 2.792 10 1 Collector /Local Road 800 15 1229 1236 1377 1.196 10 1 Collector /Local Road 800 15 1230 1377 1236 1.196 10 - 1 Collector /Local Road 800 15 1231 1293 11378 0.839 10 1 Collector/ Local Road 800 15 Page 22 of 55 Page22 o55Appendix C - Page 23 of 64

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

______ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) _____

1232 1378 1293 0.839 10 1 Collector/ Local Road 800 15 1233 1273 1379 1.381 10 1 Collector/ Local Road 800 15 1234 1379 1273 1.381 10 1 Collector/ Local Road 800 15 1235 1285 1380 0.507 10 1 Collector /Local Road 800 15 1236 1380 1285 0.507 10 1 Collector /Local Road 800 15 1237 1243 1381 3.411 10 1 Collector/ Local Road 800 15 1238 1381 1243 3.411 10 1 Collector/ Local Road 800 15 1239 1287 1382 4.401 10 1 Collector/ Local Road 800 15 1240 1382 1287 4.401 10 1 Collector /Local Road 800 15 1241 1289 1383 1.205 12 1 Collector /Local Road 800 50 1242 1383 1289 1.205 12 1 Collector/ Local Road 800 50 1243 1245 1384 1.092 10 1 Collector/ Local Road 800 15 1244 1384 1245 1.092 10 1 Collector/ Local Road 800 15 1245 1251 1385 0.576 10 1 Collector /Local Road 800 15 1246 1385 1251 0.576 10 1 Collector /Local Road 800 15 1247 1250 1385 0.739 10 1 Collector /Local Road 800 15 1248 1385 1250 0.739 10 1 Collector/ Local Road 800 15 1249 1283 1387 0.564 10 1 Collector /Local Road 800 15 1250 1387 1283 0.564 10 1 Collector /Local Road 800 15 1251 1246 1387 1.146 10 1 Collector /Local Road 800 15 1252 1387 1246 1.146 10 1 Collector /Local Road 800 15 1253 1386 1387 0.69 10 1 Collector/ Local Road 800 15 1254 1387 1386 0.69 10 1 Collector/ Local Road 800 15 1255 509 1388 0.855 10 1 Collector /Local Road 800 15 1256 1388 509 0.855 10 1 Collector / Local Road 800 15 1257 513 1389 0.426 10 1 Collector /Local Road 800 15 1258 1389 513 0.426 10 1 Collector/ Local Road 800 15 1259 513 577 0.458 10 1 Collector/ Local Road 800 15 1260 577 513 0.458 10 1 Collector/ Local Road 800 15 1261 452 1390 1.898 10 1 Collector /Local Road 800 15 1262 1390 452 1.898 10 1 Collector /Local Road 800 15 1263 564 1390 1.081 10 1 Collector /Local Road 800 15 1264 1390 564 1.081 10 1 Collector /Local Road 800 15 1265 493 1391 0.664 10 1 Collector/ Local Road 800 15 1266 1391 493 0.664 10 1 Collector/ Local Road 800 15 1267 499 1392 2.632 10 1 Collector/ Local Road 800 15 1268 1392 499 2.632 10 1 Collector / Local Road 800 15 1269 703 1392 2.374 10 1 Collector /Local Road 800 15 1270 1392 703 2.374 10 1 Collector / Local Road 800 15 1271 451 702 6.979 10 1 Collector/ Local Road 800 15 1272 702 451 6.979 10 1 Collector/ Local Road 800 15 1273 546 1394 2.491 10 1 Collector /Local Road 800 15 1274 1394 546 2.491 10 1 Collector /Local Road 800 15 1275 448 1395 2.07 10 1 Collector / Local Road 800 15 1276 1395 448 2.07 10 1 Collector/ Local Road 800 15 1277 701 1396 8.208 10 1 Collector /Local Road 800 15 1278 1396 701 8.208 10 1 Collector/ Local Road 800 15 1279 571 1398 1.643 10 1 Collector /Local Road 800 15 1280 1398 571 1.643 10 1 Collector/ Local Road 800 15 1281 693 1399 5.729 10 1 Collector/ Local Road 800 15 1282 1399 693 5.729 10 1 Collector/ Local Road 800 15 1283 608 1400 3.014 10 1 Collector /Local Road 800 15 1284 1400 608 3.014 10 1 Collector/ILocal Road 800 15 1285 524 1401 1.687 10 1 Collector/ Local Road 800 15 1286 1401 524 1.687 10 1 Collector/ Local Road 800 15 127 522 1403 0.769 10 1 Collector/ Local Road 800_ 15 Page 23 of 55 Page23 o 55Appendix C - Page 24 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Nodle (mie Lengt Withtft LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) _____

1288 1403 522 0.769 10 1 Collector /Local Road 800 15 1289 478 1403 1.184 10 1 Collector/ILocal Road 800 15 1290 1403 478 1.184 10 1 Collector/ Local Road 800 15 1291 522 1404 1.258 10 1 Collector/ Local Road 800 15 1292 1404 522 1.258 10 1 Collector/ Local Road 800 15 1293 474 1404 1.091 10 1 Collector /Local Road 800 15 1294 1404 474 1.091 10 1 Collector /Local Road 800 15 1295 770 1405 1.788 10 1 Collector /Local Road 800 15 1296 1405 770 1.788 10 1 Collector/ Local Road 800 15 1297 521 1406 0.906 10 1 Collector/ Local Road 800 15 1298 1406 521 0.906 10 1 Collector/ Local Road 800 15 1299 528 1407 5.605 10 1 Collector / Local Road 800 15 1300 1407 528 5.605 10 1 Collector /Local Road 800 15 1301 484 1408 2.13 10 1 Collector/ Local Road 800 15 1302 1408 484 2.13 10 1 Collector/ Local Road 800 15 1303 484 1409 2.328 10 1 Collector/ Local Road 800 15 1304 1409 484 2.328 10 1 Collector /Local Road 800 15 1305 495 1410 2.392 10 1 Collector /Local Road 800 15 1306 1410 495 2.392 10 1 Collector /Local Road 800 15 1307 323 1411 2.147 10 1 Collector /Local Road 800 15 1308 1411 323 2.147 10 1 Collector /Local Road 800 15 1309 326 1412 0.746 10 1 Collector/ Local Road 800 15 1310 1412 326 0.746 10 1 Collector /Local Road 800 15 1311 1000 1414 1.391 10 1 Collector /Local Road 800 15 1312 1414 1000 1.391 10 1 Collector /Local Road 800 15 1313 1000 1413 4.18 10 1 Collector /Local Road 800 15 1314 1413 1000 4.18 10 1 Collector/ Local Road 800 15 1315 1008 1413 3.3 10 1 Collector/ Local Road 800 15 1316 1413 1008 3.3 10 1 Collector/ Local Road 800 15 1317 391 1415 2.189 10 1 Collector/ Local Road 800 15 1318 1415 391 2.189 10 1 Collector /Local Road 800 15 1319 713 1417 3.164 10 1 Collector /Local Road 800 15 1320 1417 713 3.164 10 1 Collector /Local Road 800 15 1321 369 1419 0.766 1 10 1 Collector /Local Road 800 15 1322 1419 369 0.766 10 1 Collector/ Local Road 800 15 1323 369 1420 1.567 10 1 Collector/ Local Road 800 15 1324 1420 369 1.567 10 1 Collector/ Local Road 800 15 1325 503 1421 8.127 10 1 Collector/ Local Road 800 15 1326 1421 503 8.127 10 1 Collector /Local Road 800 15 1327 501 1422 1.701 10 1 Collector /Local Road 800 15 1328 1422 501 1.701 10 1 Collector /Local Road 800 15 1329 472 1423 3.116 10 1 Collector /Local Road 800 15 1330 1423 472 3.116 10 1 Collector/ Local Road 800 15 1331 436 1424 0.466 10 1 Collector/ Local Road 800 15 1332 1424 436 0.466 10 1 Collector / Local Road 800 15 1333 638 1425 1.597 10 1 Collector / Local Road 800 15 1334 1425 638 1.597 10 1 Collector /Local Road 800 15 1335 434 1426 1.391 10 1 Collector / Local Road 800 15 1336 1426 434 1.391 10 1 Collector /Local Road 800 15 1337 414 1427 0.822 10 1 Collector/ Local Road 800 15 1338 1427 414 0.822 10 1 Collector / Local Road 800 15 1339 640 1428 5.245 10 1 Collector /Local Road 800 15 1340 1428 640 5.245 10 1 Collector/I Local Road 800 15 1341 328 1429 4.509 10 1 Collector/ Local Road 800 15 1342 1429 328 4.509 10 1 Collector/ Local Road 800 15 1343 363 1430 1.232 10 1 Collector/ Local Road 800 15 Page 24 of 55 Page24 o 55Appendix C - Page 25 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link# U-Node D-Node (mie Lengt Withtft LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

1344 1430 363 1.232 10 1 Collector / Local Road 800 15 1345 378 1431 3.028 10 1 Collector /Local Road 800 15 1346 1431 378 3.028 10 1 Collector /Local Road 800 15 1347 379 1432 1.037 10 1 Collector/ Local Road 800 15 1348 1432 379 1.037 10 1 Collector /Local Road 800 15 1349 634 1433 1.62 10 1 Collector /Local Road 800 15 1350 1433 634 1.62 10 1 Collector /Local Road 800 15 1351 367 1435 2.483 10 1 Collector / Local Road 800 15 1352 1435 367 2.483 10 1 Collector/ Local Road 800 15 1353 367 1436 0.491 12 1 -Minor Arterial 1300 55 1354 1436 367 0.491 12 1 Minor Arterial 1300 55 1355 362 1436 0.515 12 1 Minor Arterial 1300 55 1356 1436 362 0.515 12 1 Minor Arterial 1300 55 1357 656 1437 0.277 10 1 Collector /Local Road 800 15 1358 1437 656 0.277 10 1 Collector I Local Road 800 15 1359 661 1438 0.493 10 1 Collector/ Local Road 800 15 1360 1438 661 0.493 10 1 Collector /Local Road 800 15 1361 1437 1438 0.661 10 1 Collector/ Local Road 800 15 1362 1438 1437 0.661 10 1 Collector/ Local Road 800 15 1363 1438 1439 1.194 10 1 Collector/ Local Road 800 15 1364 1439 1438 1.194 10 1 Collector/ Local Road 800 15 1365 654 1439 0.923 10 1 Collector / Local Road 800 15 1366 1439 654 0.923 10 1 Collector / Local Road 800 15 1367 652 1439 1.772 10 1 Collector/ Local Road 800 15 1368 1439 652 1.772 10 1 Collector/ Local Road 800 15 1369 407 1440 3.695 10 1 Collector / Local Road 800 15 1370 1440 407 3.695 10 1 Collector /Local Road 800 15 1371 427 1441 1.978 10 1 Collector/ Local Road 800 15 1372 1441 427 1.978 10 1 Collector/ Local Road 800 15 1373 1272 1443 2.177 10 1 Collector /Local Road 800 15 1374 1443 1272 2.177 10 1 Collector/ Local Road 800 15 1375 1444 1445 0.709 10 1 Collector /Local Road 800 15 1376 1445 1444 0.709 10 1 Collector/ Local Road 800 15 1377 426 1444 1.569 10 1 Collector /Local Road 800 15 1378 1444 426 1.569 10 1 Collector /Local Road 800 15 1379 1291 1446 0.394 10 1 Collector /Local Road 800 15 1380 1446 1291 0.394 10 1 Collector /Local Road 800 15 1381 639 1447 0.371 10 2 Collector /Local Road 800 15 1382 1447 639 0.371 10 1 Collector / Local Road 800 15 1383 448 1448 0.177 10 3 Collector/ Local Road 800 25 1384 1448 448 0.177 10 1 Collector /Local Road 800 25 1385 1448 1449 0.224 10 3 Collector /Local Road 800 15 1386 1449 1448 0.224 10 1 Collector/ Local Road 800 15 1387 1174 1131 0.034 12 2 Collector/ Local Road 1600 15 1388 151 1450 0.169 12 1 Minor Arterial 1300 40 1389 1450 151 0.169 12 1 Minor Arterial 1300 40 1390 156 1450 1.015 12 1 Minor Arterial 1300 40 1391 1 1281 1.638 10 1 Collector /Local Road 800 25 1392 1281 1 1.638 10 1 Collector/ Local Road 800 25 1393 2 1338 0.204 10 1 Collector/ Local Road 800 25 1394 1338 2 0.204 10 1 Collector/ Local Road 800 25 1395 3 1339 0.367 10 1 Collector /Local Road 800 25 1396 1339 3 0.367 10 1 Collector / Local Road 800 25 1397 4 1266 1.804 10 1 Collector/ Local Road 800 25 1398 1266 4 1.804 10 1 Collector/ Local Road 800 25 1399 5 1340 0.353 10 1 Colco oa od800 25 Page 25 of 55 Page25 o 55Appendix C - Page 26 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node (mie Lengt Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

1400 1340 5 0.353 10 1 Collector /Local Road 800 25 1401 6 1312 1.725 10 1 Collector /Local Road 800 25 1402 1312 6 1.725 10 1 Collector/ Local Road 800 25 1403 7 1342 1.77 10 1 Collector/ Local Road 800 25 1404 1342 7 1.77 10 1 Collector/ Local Road 800 25 1405 8 1023 0.811 10 1 Collector /Local Road 800 25 1406 1023 8 0.811 10 1 Collector / Local Road 800 25 1407 9 1343 0.686 10 1 Collector / Local Road 800 25 1408 1343 9 0.686 10 1 Collector / Local Road 800 25 1409 10 1341 0.288 10 1 Collector /Local Road 800 25 1410 1341 10 0.288 10 1 Collector/ Local Road 800 25 1411 11 1351 0.938 10 1 Collector/ Local Road 800 25 1412 1351 11 0.938 10 1 Collector/ Local Road 800 25 1413 12 1350 0.158 10 1 Collector/ Local Road 800 25 1414 1350 12 0.158 10 1 Collector /Local Road 800 25 1415 13 1349 1.363 10 1 Collector /Local Road 800 25 1416 1349 13 1.363 10 1 Collector /Local Road 800 25 1417 14 1348 0.402 10 1 Collector/ Local Road 800 25 1418 1348 14 0.402 10 1 Collector/ Local Road 800 25 1419 15 1347 0.182 10 1 Collector /Local Road 800 25 1420 1347 15 0.182 10 1 Collector/ Local Road 800 25 1421 16 1346 2.547 10 1 Collector /Local Road 800 25 1422 1346 16 2.547 10 1 Collector /Local Road 800 25 1423 17 1345 0.256 10 1 Collector / Local Road 800 25 1424 1345 17 0.256 10 1 Collector /Local Road 800 25 1425 18 1344 0.617 10 1 Collector/ Local Road 800 25 1426 1344 18 0.617 10 1 Collector/ Local Road 800 25 1427 19 1437 0.06 10 1 Collector/ Local Road 800 25 1428 1437 19 0.06 10 1 Collector / Local Road 800 25 149 20 1428 0.33 10 1 Collector / Local Road 800 25 1430 1428 20 0.33 10 1 Collector / Local Road 800 25 1431 21 715 1.611 10 1 Collector /Local Road 800 25 1432 715 21 1.611 10 1 Collector /Local Road 800 25 1433 22 1426 0.766 10 1 Collector / Local Road 800 25 1434 1426 22 0.766 10 1 Collector / Local Road 800 25 1435 23 1431 0.27 10 1 Collector/ Local Road 800 25 1436 1431 23 0.27 10 1 Collector/ Local Road 800 25 1437 24 1432 0.271 10 1 Collector/ Local Road 800 25 1438 1432 24 0.271 10 1 Collector/ Local Road 800 25 1439 25 633 0.385 10 1 Collector / Local Road 800 25 1440 633 25 0.385 10 1 Collector/ Local Road 800 25 1441 26 375 2.333 10 1 Collector / Local Road 800 25 1442 375 26 2.333 10 1 Collector / Local Road 800 25 1443 27 1433 0.929 10 1 Collector/ Local Road 800 25 1444 1433 27 0.929 10 1 Collector/ Local Road 800 25 1445 28 376 1.607 10 1 Collector / Local Road 800 25 1446 376 28 1.607 10 1 Collector / Local Road 800 25 1447 29 1423 1.486 10 1 Collector /Local Road 800 25 1448 1423 29 1.486 10 1 Collector /Local Road 800 25 1449 30 1422 1.394 10 1 Collector/ Local Road 800 25 1450 1422 30 1.394 10 1 Collector / Local Road 800 25 1451 31 630 1.679 10 1 Collector/ Local Road 800 25 1452 630 31 1.679 10 1 Collector/ Local Road 800 25 1453 32 1404 0.12 10 1 Collector /Local Road 800 25 1454 1404 32 0.12 10 1 Collector /Local Road 800 25 1455 33 1403 0.528 10 1 Collector/ Local Road 800 25 Page 26 of 55 Page26 o55Appendix C - Page 27 of 64

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

Rate (vehlhr) ____

1456 1403 33 0.528 10 1 Collector /Local Road 800 25 1457 34 1405 0.214 10 1 Collector/ Local Road 800 25 1458 1405 34 0.214 10 1 Collector! Local Road 800 25 1459 35 1406 0.317 10 1 Collector I Local Road 800 25 1460 1406 35 0.317 10 1 Collector /Local Road 800 25 1461 36 1402 0.442 10 1 Collector! Local Road 800 25 1462 1402 36 0.442 10 1 Collector/ Local Road 800 25 1463 37 1407 1.871 10 1 Collector/ Local Road 800 25 1464 1407 37 1.871 10 1 Collector /Local Road 800 25 1465 38 1396 1.391 10 1 Collector! Local Road 800 25 1466 1396 38 1.391 10 1 Collector!/ Local Road 800 25 1467 39 1394 0.934 10 1 Collector! Local Road 800 25 1468 1394 39 0.934 10 1 Collector /Local Road 800 25 1469 40 702 0.775 10 1 Collector / Local Road 800 25 1470 702 40 0.775 10 1 Collector! Local Road 800 25 1471 41 1392 0.297 10 1 Collector! Local Road 800 25 1472 1392 41 0.297 10 1 Collector! Local Road 800 25 1473 42 1393 0.756 10 1 Collector /Local Road 800 25 1474 1393 42 0.756 10 1 Collector! Local Road 800 25 1475 43 1386 0.166 10 1 Collector! Local Road 800 25 1476 1386 43 0.166 10 1 Collector!/ Local Road 800 25 1477 44 1384 0.086 10 1 Collector /Local Road 800 25 1478 1384 44 0.086 10 1 Collector /Local Road 800 25 1479 45 1385 0.286 10 1 Collector /Local Road 800 25 1480 1385 45 0.286 10 1 Collector! Local Road 800 25 1481 46 1381 0.825 10 1 Collector!/ Local Road 800 25 1482 1381 46 0.825 10 1 Collector /Local Road 800 25 1483 47 1382 1.808 10 1 Collector /Local Road 800 25 1484 1382 47 1.808 10 1 Collector! Local Road 800 25 1485 48 1383 0.534 10 1 Collector! Local Road 800 25 1486 1383 48 0.534 10 1 Collector!/ Local Road 800 25 1487 49 1375 0.983 10 1 Collector / Local Road 800 25 1488 1375 49 0.983 10 1 Collector /Local Road 800 25 1489 50 1369 1.304 10 1 Collector! Local Road 800 25 1490 1369 50 1.304 10 1 Collector! Local Road 800 25 1491 51 1370 0.509 10 1 Collector! Local Road 800 25 1492 1370 51 0.509 10 1 Collector! Local Road 800 25 1493 52 1368 0.137 10 1 Collector!/ Local Road 800 25 1494 1368 52 0.137 10 1 Collector /Local Road 800 2 1495 53 771 0.74 10 1 Collector! Local Road 800 25___

1496 771 53 0.74 10 1 Collector! Local Road 800 2 1497 54 1106 0.336 10 1 Collector!/ Local Road 800 2 1498 1106 54 0.336 10 1 Collector /Local Road 800 2 1499 55 1123 0.489 1 10 1 Collector / Local Road 800 2 1500 1123 55 0.489 10 1 Collector! Local Road 800 2 1501 56 1041 0.905 10 1 Collector/ Local Road 800 2 1502 1041 56 0.905 10 1 Collector!/ Local Road 800 25 1503 57 1427 0.222 10 1 Collector / Local Road 800 25 1504 1427 57 0.222 10 1 Collector / Local Road 800 25 1505 58 1425 0.212 10 1 Collector! Local Road 800 25 1506 1425 58 0.212 10 1 Collector!/ Local Road 800 25 1507 59 1424 0.284 10 1 Collector / Local Road 800 25 1508 1424 59 0.284 10 1 Collector! Local Road 800 25 1509 60 135 0.67 10 1 Collector! Local Road 800 25 1510 135 60 0.67 10 1 Collector /Local Road 800 25 1511 61 1395 10.258 1 10 1 Collector /Local Road 800 25 Page 27 of 55 Page27 o 55Appendix C - Page 28 of 64

Appendix C Quad NGS Qua Appedix Network NGSRoadway Data Table LikUNoe -Nde Length Lane Number of Roadway Type Ratraeio Fvelowh) (ph Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF5 mph 1512 1395 61 0.258 10 1 Collector /Local Road 800 25 1513 63 1230 0.924 10 1 Collector! Local Road 800 25 1514 1230 63 0.924 10 1 Collector! Local Road 800 25 1515 64 1228 0.322 10 1 Collector! Local Road 800 25 1516 1228 64 0.22 10 1 Collector/ILocal Road 800 25 1517 65 1412 0.909 10 1 Collector /Local Road 800 25 1518 1412 65 0.909 10 1 Collector /Local Road 800 25 1519 66 1430 1.621 10 1 Collector /Local Road 800 25 1520 1430 66 1.621 10 1 Collector /Local Road 800 25 1521 67 1436 1.644 10 1 Collector! Local Road 800 25 1522 1436 67 1.644 10 1 Collector!/ Local Road 800 25 1523 68 791 1.819 10 1 Collector/ Local Road 800 25 1524 791 68 1.819 10 1 Collector/ Local Road 800 25 1525 69 1429 1.415 10 1_ Collector! Local Road 800 25 1526 1429 69 1.415 10 1 Collector!I Local Road 800 25 1527 70 1389 0.08 10 1 Collector /Local Road 800 25 1528 1389 70 0.08 10 1 Collector /Local Road 800 25 1529 71 609 1.072 10 1 Collector /Local Road 800 25 1530 609 71 1.072 10 1 Collector! Local Road 800 25 1531 72 1390 0.364 10 1 Collector! Local Road 800 25 1532 1390 72 0.364 10 1 Collector! Local Road 800 25 1533 73 1391 0.194 10 1 Collector /Local Road 800 25 1534 1391 73 0.194 10 1 Collector/ Local Road 800 25 1535 74 711 0.701 10 1 Collector! Local Road 800 25 1536 711 74 0.701 10 1 Collector!/ Local Road 800 25 1537 75 1440 0.398 10 1 Collector!/ Local Road 800 25 1538 1440 75 0.398 10 1 Collector /Local Road 800 25 1539 76 1445 0.401 10 1 Collector /Local Road 800 25 1540 1445 76 0.401 10 1 Collector!/ Local Road 800 25 1541 77 1415 0.463 10 1 Collector/ Local Road 800 25 1542 1415 77 0.463 10 1_ Collector! Local Road 800 25 1543 78 1410 0.447 10 1 Collector! Local Road 800 25 1544 1410 78 0.447 10 1 Collector!/ Local Road 800 25 1545 79 1411 1.713 10 1 Collector/ Local Road 800 25 1546 1411 79 1.713 10 1 Collector/ Local Road 800 25 1547 80 481 1.497 10 1 Collector! Local Road 800 25 1548 481 80 1.497 10 1 Collector! Local Road 800 25 1549 81 1416 0.977 10 1 Collector/ Local Road 800 25 1550 1416 81 0.977 10 1 Collector /Local Road 800 25 1551 82 1417 0.724 10 1 Collector /Local Road 800 25 1552 1417 82 0.724 10 1 Collector /Local Road 800 25 1553 83 793 1.223 10 1 Collector / Local Road 800 25 1554 793 83 1.223 10 1 Collector! Local Road 800 25 1555 84 1388 0.086 10 1 Collector /Local Road 800 25 1556 1388 84 0.086 10 1 Collector! Local Road 800 25 1557 85 1408 0.092 10 1 Collector! Local Road 800 25 1558 1408 85 0.092 10 1 Collector!/ Local Road 800 25 1559 86 1409 0.563 10 1 Collector /Local Road 800 25 1560 1409 86 0.563 10 1 Collector /Local Road 800 25 1561 87 1441 0.844 10 1 Collector / Local Road 800 25 1562 1441 87 0.844 10 1 Collector / Local Road 800 25 1563 88 1442 0.264 10 1 Collector/ Local Road 800 25 1564 1442 88 0.264 10 1 Collector!/ Local Road 800 25 1565 89 1418 0.585 10 1 Collector! Local Road 800 25 1566 1418 89 0.585 10 1 Collector /Local Road 800 25 1567 90 1421 0.415 10 1 Collector I Local Road 800 25 Page 28 of 55 Page28 o55Appendix C - Page 29 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table LikUNoe -Nde Length Lane Number of Roadway Type Ratraeio Fvelowhr(ph Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF5 mph 1568 1421 90 0.415 10 1 Collector/ Local Road 800 25 1569 91 1419 0.241 10 1 Collector/ Local Road 800 25 1570 1419 91 0.241 10 1 Collector/ Local Road 800 25 1571 92 1420 1.653 10 1 Collector/ Local Road 800 25 1572 1420 92 1.653 10 1 Collector / Local Road 800 25 1573 93 1434 0.89 10 1 Collector / Local Road 800 25 1574 1434 93 0.89 10 1 Collector / Local Road 800 25 1575 94 1435 1.652 10 1 Collector /Local Road 800 25 1576 1435 94 1.652 10 1 Collector /Local Road 800 25 1577 95 1400 0.997 10 1 Collector/ Local Road 800 25 1578 1400 95 0.997 10 1 Collector/ Local Road 800 25 1579 96 1399 1.963 10 1 Collector/ Local Road 800 25 1580 1399 96 1.963 10 1 Collector/ Local Road 800 25 1581 97 1398 1.524 10 1 Collector /Local Road 800 25 1582 1398 97 1.524 10 1 Collector /Local Road 800 25 1583 98 561 2.183 10 1 Collector/ Local Road 800 25 1584 561 98 2.183 10 1 Collector /Local Road 800 25 1585 99 1401 0.184 10 1 Collector /Local Road 800 25 1586 1401 99 0.184 10 1 Collector /Local Road 800 25 1587 100 1450 0.569 10 1 Collector /Local Road 800 25 1588 1450 100 0.569 10 1 Collector /Local Road 800 25 1589 101 1397 0.462 10 1 Collector/ Local Road 800 25 1590 1397 101 0.462 10 1 Collector/ Local Road 800 25 1591 102 1414 0.366 10 1 Collector/ Local Road 800 25 1592 1414 102 0.366 10 1 Collector/ Local Road 800 25 1593 103 1413 0.288 10 1 Collector /Local Road 800 25 1594 1413 103 0.288 10 1 Collector /Local Road 800 25 1595 104 1007 1.704 10 1 Collector /Local Road 800 25 1596 1007 104 1.704 10 1 Collector /Local Road 800 25 1597 105 1379 1.128 10 1 Collector /ILocal Road 800 25 1598 1379 105 1.128 10 1 Collector /Local Road 800 25 1599 106 1366 0.171 10 1 Collector /Local Road 800 25 1600 1366 106 0.171 10 1 Collector /Local Road 800 25 1601 107 1378 0.189 10 1 Collector /Local Road 800 25 1602 1378 107 0.189 10 1 Collector/ Local Road 800 25 1603 108 1360 0.69 10 1 Collector/ Local Road 800 25 1604 1360 108 0.69 10 1 Collector/ Local Road 800 25 1605 109 1361 0.257 10 1 Collector/ Local Road 800 25 1606 1361 109 0.257 10 1 Collector/ Local Road 800 25 1607 110 1362 0M58 10 1 Collector /Local Road 800 25 1608 1362 110 0.058 10 1 Collector /Local Road 800 25 1609 ill 1363 0.356 10 1 Collector /Local Road 800 25 1610 1363 ill 0.356 10 1 Collector /Local Road 800 25 1611 112 1364 1.18 10 1 Collector /Local Road 800 25 1612 1364 112 1.18 10 1 Collector/ Local Road 800 25 1613 113 1365 1.918 10 1 Collector/ Local Road 800 25 1614 1365 113 1.918 10 1 Collector /Local Road 800 25 1615 114 1380 0.464 10 1 Collector /Local Road 800 25 1616 1380 114 0.464 10 1 Collector /Local Road 800 25 1617 115 1376 0.356 10 1 Collector /Local Road 800 25 1618 1376 115 0.356 10 1 Collector /Local Road 800 25 1619 116 1374 1.76 10 1 Collector/LocaliRoad 800 25 1620 1374 116 1.76 10 1 Collector/ Local Road 800 25 1621 117 1373 1.098 10 1 Collector/ Local Road 800 25 1622 1373 117 1.098 10 1 Collector/ Local Road 800 25 1623 118 1371 1.221 10 1 Collector/ Local Road 800 25 Page 29 of 55 Page29 o55Appendix C - Page 30 of 64

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

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

1624 1371 118 1.221 10 1 Collector /LocaliRoad 800 25 1625 119 1372 1.576 10 1 Collector /Local Road 800 25 1626 1372 119 1.576 10 1 Collector /Local Road 800 25 1627 120 1443 0.472 10 1 Collector / Local Road 800 25 1628 1443 120 0.472 10 1 Collector / Local Road 800 25 1629 121 1367 1.37 10 1 Collector/ Local Road 800 25 1630 1367 121 1.37 10 1 Collector/ Local Road 800 25 1631 122 1357 0.047 10 1 Collector /Local Road 800 25 1632 1357 122 0.047 10 1 Collector /Local Road 800 25 1633 123 1358 0.944 10 1 Collector/ Local Road 800 25 1634 1358 123 0.944 10 1 Collector/ Local Road 800 25 1635 124 1354 0.74 10 1 Collector / Local Road 800 25 1636 1354 124 0.74 10 1 Collector / Local Road 800 25 1637 125 1352 0.678 10 1 Collector / Local Road 800 25 1638 1352 125 0.678 10 1 Collector / Local Road 800 25 1639 126 1355 0.273 10 1 Collector/ Local Road 800 25 1640 1355 126 0.273 10 1 Collector/ Local Road 800 25 1641 127 1353 0.771 10 1 Collector/ Local Road 800 25 1642 1353 127 0.771 10 1 Collector/ Local Road 800 25 1643 128 1356 0.605 10 1 Collector / Local Road 800 25 1644 1356 128 0.605 10 1 Collector / Local Road 800 25 1645 129 1359 0.389 10 1 Collector /Local Road 800 25 1646 1359 129 0.389 10 1 Collector/ Local Road 800 25 1647 130 1122 0.3 10 1 Collector/ Local Road 800 25 1648 1122 130 0.3 10 1 Collector/ Local Road 800 25 1649 131 1446 0.247 10 1 Collector /Local Road 800 25 1650 1446 131 0.247 10 1 Collector/ILocal Road 800 25 1651 132 1447 0.243 10 1 Collector /Local Road 800 25 1652 1447 132 0.243 10 2 Collector / Local Road 800 25 1653 133 1449 0.127 10 1 Collector /Local Road 800 25 1654 1449 133 0.127 10 3 Collector /Local Road 800 25 1655 584 1451 0.568 10 1 Collector/ Local Road 800 15 1656 1451 584 0.568 10 1 Collector/ Local Road 800 15 1657 587 1452 0.591 10 1 Collector/ Local Road 800 15 1658 1452 587 0.591 10 1 Collector / Local Road 800 15 1659 581 1454 1.322 10 1 Collector /Local Road 800 15 1660 1454 581 1.322 10 1 Collector /Local Road 800 15 1661 465 1453 1.083 10 1 Collector /Local Road 800 15 1662 1453 465 1.083 10 1 Collector/ Local Road 800 15 1663 507 1456 1.799 10 1 Collector/ Local Road 800 15 1664 1456 507 1.799 10 1 Collector /Local Road 800 15 1665 537 540 0.05 10 1 Collector / Local Road 800 15 1666 540 537 0.05 10 1 Collector /Local Road 800 15 1667 494 1458 0.531 10 1 Collector /Local Road 800 15 1668 1458 494 0.531 10 1 Collector/ Local Road 800 15 1669 318 447 0.41 12 1 Major Arterial 1300 30 1670 447 318 0.41 12 1 Major Arterial 1300 30 1671 135 325 1.081 12 1 Major Arterial 1300 35 1672 325 135 1.081 12 1 Major Arterial 1300 35 1673 563 1337 0.505 12 1 Principal Arterial 1600 45 1674 1337 563 0.505 12 1 Principal Arterial 1600 45 1675 145 149 0.612 12 2 Principal Arterial 3700 50 1676 147 162 0.806 12 2 Freeway 4100 60 1677 187 184 0.499 12 1 Principal Arterial 1700 45 1678 195 197 0.537 12 1 Ramp 1500 1 35 1679 199 378 2.312 12 1 Minor Arterial 1300 1 55 Page 30 of 55 Page30 o55Appendix C - Page 31 of 64

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

______ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) 1680 378 199 2.312 12 1 Minor Arterial 1300 55 1681 202 638 0.14 12 1 Major Arterial 1300 35 1682 638 202 0.14 12 2 -Major Arterial 2700 35 1683 204 358 0.263 12 1 Major Arterial 1700 25 1684 358 204 0.263 12 1 Major Arterial 1700 25 1685 202 205 0.339 12 1 Ramp 1500 35 1686 322 211 1.028 12 2 Freeway 4100 65 1687 212 688 0.207 12 1 Major Arterial 1300 55 1688 688 212 0.207 12 1 Major Arterial 1300 55 1689 266 261 1.728 12 1 Ramp 1500 35 1690 268 267 0.595 12 1 Ramp 1500 35 1691 292 290 0.112 12 2 Minor Arterial 3400 40 1692 298 332 0.168 12 2 Minor Arterial 3400 40 1693 332 298 0.168 12 2 Minor Arterial 3400 40 1694 299 762 0.341 12 1 Ramp 1500 35 1695 768 312 0.239 12 2 Freeway 4100 50 1696 315 313 0.079 12 1 Ramp 1500 35 1697 313 314 0.055 12 1 Ramp 1500 35 1698 321 285 0.623 12 2 Freeway 4100 65 1699 338 340 0.152 12 2 Principal Arterial 3350 45 1700 333 337 0.149 12 2 Collector/ Local Road 3400 45 1701 294 299 0.174 12 2 Freeway 4100 55 1702 297 289 0.453 12 2 Freeway 4100 55 1703 288 280 0.678 12 2 Freeway 4100 55 1704 284 390 0.145 12 2 Major Arterial 3100 45 1705 258 260 2.178 12 2 Freeway 4100 65 1706 256 258 2.32 12 2 Freeway 4100 65 1707 336 252 0.379 12 2 Freeway 4100 55 1708 211 243 0.436 12 2 Freeway 4100 65 1709 215 345 1.637 12 2 Freeway 4100 65 1710 224 267 0.496 12 2 Freeway 4100 65 1711 166 146 0.829 12 2 Freeway 4100 60 1712 188 175 1.306 12 2 Freeway 4100 65 1713 176 173 0.785 12 2 Freeway 4100 65 1714 177 183 0.906 12 2 Freeway 4100 65 1715 158 161 0.53 12 2 Principal Arterial 3700 65 1716 737 745 0.268 12 2 Minor Arterial 3400 40 1717 745 737 0.268 12 2 Minor Arterial 3400 40 1718 354 760 1.009 12 1 Minor Arterial 1700 40 1719 760 354 1.009 12 1 Minor Arterial 1700 40 1720 357 374 4.018 12 1 Major Arterial 1300 45 1721 374 357 4.018 12 1 Major Arterial 1300 45 1722 358 359 0.184 12 1 Major Arterial 1300 25 1723 359 358 0.184 12 1 Major Arterial 1300 25 1724 200 360 0.376 12 1 Major Arterial 1300 35 1725 360 200 0.376 12 1 Major Arterial 1300 35 1726 199 361 2.656 12 1 Major Arterial 1300 45 1727 361 199 2.656 12 1 Major Arterial 1300 45 1728 362 363 2.008 12 1 Major Arterial 1300 55 1729 363 362 2.008 12 1 Major Arterial 1300 55 1730 364 433 2.312 12 1 Major Arterial 1300 45 1731 433 364 2.312 12 1 Major Arterial 1300 45 1732 367 1434 2.461 12 1 Minor Arterial 1300 55 1733 1434 367 2.461 12 1 Minor Arterial 1300 55 1734 365 1434 1.553 12 1 Minor Arterial 1300 55 1735 1434 365 1.553 12 1 Minor Arterial 1300 55 Page 31 of 55 Page31 o 55Appendix C - Page 32 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

_______ (ml) Width (ft) Lanes Rate________

1736 366 375 5.693 12 1 Major Arterial 1300 55 1737 375 366 5.693 12 11 Major Arterial 1300 55 1738 368 369 0.522 12 1 Major Arterial 1300 25 1739 369 368 0.522 12 1 Major Arterial 1300 25 1740 368 797 0.373 12 1 Major Arterial 1300 25 1741 797 368 0.373 12 1 Major Arterial 1300 25 1742 370 372 1.746 12 1 Major Arterial 1300 55 1743 372 370 1.746 12 1 Major Arterial 1300 55 1744 328 371 1.557 12 1 Major Arterial 1300 55 1745 371 328 1.557 12 1 Major Arterial 1300 55 1746 261 222 4.367 12 2 Freeway 4100 65 1747 375 376 2.14 12 1 Minor Arterial 1300 55 1748 376 375 2.14 12 1 Minor Arterial 1300 55 1749 377 634 0.797 12 1 Minor Arterial 1300 55 1750 634 377 0.797 12 1 Minor Arterial 1300 55 1751 382 381 0.5 12 2 Major Arterial 3100 45 1752 380 383 0.499 12 2 Major Arterial 3100 45 1753 386 389 0.505 1 12 2 Major Arterial 3100 45 1754 388 387 0.505 12 2 Major Arterial 3100 45 1755 389 344 0.769 12 2 Major Arterial 3100 45 1756 391 720 0.482 12 1 ___ Principal Arterial 1600 55 1757 720 391 0.482 12 1 Principal Arterial 1600 55 _

1758 317 392 0.333 12 2 Principal Arterial 3350 45 1759 392 317 0.333 12 2 Principal Arterial 3350 45 _

1760 316 393 0.309 12 2 Principal Arterial 3350 45 1761 393 316 0.309 12 2 Principal Arterial 3350 45 1762 338 393 0.151 12 2 Principal Arterial 3350 45 1763 393 338 0.151 12 2 Principal Arterial 3350 45 1764 394 395 0.484 12 2 Principal Arterial 3350 45 1765 395 394 0.484 12 2 Principal Arterial 3350 45 1766 396 683 0.628 12 2 Principal Arterial 3350 45 1767 683 396 0.628 12 2 Principal Arterial 3350 45 1768 370 794 3.875 12 1 Minor Arterial 1300 55 1769 794 370 3.875 12 1 Minor Arterial 1300 55 1770 401 402 1.665 12 2 Minor Arterial 3400 40 1771 402 401 1.665 12 2 Minor Arterial 3400 40 1772 402 738 0.096 12 2 Minor Arterial 3400 40 1773 738 402 0.096 12 2 Minor Arterial 3400 40 1774 292 403 0.466 12 2 Minor Arterial 3400 40 1775 403 292 0.466 12 2 Minor Arterial 3400 40 1776 403 404 0.473 12 2 Minor Arterial 3400 40 1777 404 403 0.473 12 2 Minor Arterial 3400 40 1778 667 750 0.361 12 2 Minor Arterial 2600 40 1779 750 667 0.361 12 2 Minor Arterial 2600 40 1780 405 800 0.366 12 1 Minor Arterial 1300 40 1781 800 405 0.366 12 1 Minor Arterial 1300 40 1782 193 441 0.464 12 1 Major Arterial 1300 35 1783 441 193 0.464 12 1 Major Arterial 1300 35 1784 413 438 0.37 12 2 Major Arterial 2700 35 1785 438 413 0.37 12 2 Major Arterial 2700 35 1786 416 333 0.302 12 3 Principal Arterial 4200 30 1787 417 416 0.364 12 3 Principal Arterial 4200 30 1788 310 309 0.391 12 2 Principal Arterial 3350 45 1789 334 339 0.301 1 12 2 Principal Arterial 3350 45 1790 301 418 0.269 12 2 Principal Arterial 2800 35 1791 418 301 0.269 12 2 Principal Arterial 2800 35 Page 32 of 55 Page32 o55Appendix C - Page 33 of 64

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

_____ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

1792 422 815 0.374 12 1 Minor Arterial 1300 40 1793 815 422 0.374 12 1 Minor Arterial 1300 40 1794 266 764 0.735 12 2 Principal Arterial 3350 45 1795 764 266 0.735 12 2 Principal Arterial 3350 45 1796 426 641 0.208 12 1 Principal Arterial 1700 25 _

1797 641 426 0.208 12 1 Principal Arterial 1700 25 _

1798 330 814 0.461 12 1 Principal Arterial 1700 45 _

1799 814 330 0.461 12 1 Principal Arterial 1700 45 1800 427 428 0.239 12 1 Principal Arterial 1700 45 1801 428 427 0.239 12 1 Principal Arterial 1700 45 _

1802 429 722 0.471 12 1 Principal Arterial 1700 35 _

1803 722 429 0.471 12 1 Principal Arterial 1700 35 _

1804 399 429 0.096 12 1 Principal Arterial 1700 45 1805 429 399 0.096 12 1 Principal Arterial ___1700 45 1806 516 393 0.154 12 4 Principal Arterial 6700 45 _

1807 340 430 0.302 12 2 Principal Arterial 3350 45 1808 678 298 0.231 12 4 Principal Arterial 6700 45 1809 298 431 0.515 12 4 Principal Arterial 6700 45 1810 431 273 1.036 12 4 Principal Arterial 6700 45 1811 339 303 0.5 12 2 Principal Arterial 3350 45 1812 368 798 0.729 12 1 Collector/ Local Road 1300 25 1813 798 368 0.729 12 1 Collector/ Local Road 1300 25 1814 435 789 1.278 12 1 Major Arterial 1300 35 1815 789 435 1.278 12 1 Major Arterial 1300 35 1816 411 434 0.989 12 1 Minor Arterial 1300 35 1817 434 411 0.989 12 1 Minor Arterial 1300 35 1818 219 439 0.287 12 1 Minor Arterial 1300 40 1819 439 219 0.287 12 1 Minor Arterial 1300 40 _

1820 195 635 0.859 12 1 Major Arterial 1300 35 1821 635 195 0.859 12 1 Major Arterial 1300 35 1822 271 648 0.356 12 2 Minor Arterial 3400 40 _

1823 689 442 0.487 12 2 Principal Arterial 3350 45 1824 443 444 0.508 12 2 Principal Arterial 3350 45 1825 135 445 0.191 12 1 Major Arterial 1300 30 _

1826 445 135 0.191 12 1 Major Arterial 1300 30 1827 134 445 0.132 12 1 Major Arterial 1300 35 1828 445 134 0.132 12 1 Major Arterial 1300 35 1829 447 448 0.344 12 1 Major Arterial 1300 50 1830 448 447 0.344 12 1 Major Arterial 1300 50 1831 136 449 1.509 12 1 Major Arterial 1300 50 1832 449 136 1.509 12 1 Major Arterial 1300 50 1833 136 451 5.566 12 1 Major Arterial 1300 50 1834 451 136 5.566 12 1 Major Arterial 1300 50 1835 452 517 0.31 12 1 Major Arterial 1700 35 1836 517 452 0.31 12 1 Major Arterial 1700 35 1837 342 453 0.777 12 1 Principal Arterial 1700 45 1838 453 342 0.777 12 1 Principal Arterial 1700 45 1839 453 454 0.836 12 2 Principal Arterial 3350 45 1840 454 453 0.836 12 2 Principal Arterial 3350 45 1841 525 571 3.748 12 1 Major Arterial 1300 55 1842 571 525 3.748 12 1 Major Arterial 1300 55 1843 457 458 0.11 12 1 Major Arterial 1300 30 1844 458 457 0.11 12 1 Major Arterial 1300 30 1845 466 467 0.363 12 2 Minor Arterial 3400 35 1846 467 1 466 0.363 12 2 Minor Arterial 3400 35 1847 454 1 469 0.299 12 2 Minor Arterial 3400 40 Page 33 of 55 Page33 o55Appendix C - Page 34 of 64

Appendix C Quad NGS Qua Appedix Network NGSRoadway 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) FS(mh 1848 469 454 0.299 12 2 Minor Arterial 3400 40 1849 473 770 0.542 12 1 Minor Arterial 1700 40 1850 770 473 0.542 12 1 Minor Arterial 1700 40 1851 474 770 0.342 12 1 Minor Arterial 1700 40 1852 770 474 0.342 12 1 Minor Arterial 1700 40 1853 474 475 0.373 12 1 Minor Arterial 1700 40 1854 475 474 0.373 12 1 Minor Arterial 1700 40 1855 479 480 0.063 12 1 Minor Arterial 1700 40 1856 480 479 0.063 12 1 Minor Arterial 1700 40 1857 348 480 0.384 12 1 Minor Arterial 1300 40 1858 480 348 0.384 12 1 Minor Arterial 1300 40 1859 481 482 1.55 12 1 Minor Arterial 1300 55 1860 482 481 1.55 12 1 Minor Arterial 1300 55 1861 189 326 1.415 12 1 Principal Arterial 1600 55 1862 326 189 1.415 12 1 Principal Arterial 1600 55 1863 326 483 4.454 12 1 Principal Arterial 1600 55 1864 483 326 4.454 12 1 Principal Arterial 1600 55 1865 187 485 0.591 12 1 Principal Arterial 1700 45 1866 485 187 0.591 12 1 Principal Arterial 1700 45 1867 488 489 0.324 12 1 Principal Arterial 1700 55 1868 489 488 0.324 12 1 Major Arterial 1700 50 1869 490 492 0.698 12 1 Principal Arterial 1700 30 1870 492 490 0.698 12 1 -Major Arterial 1700 30 1871 491 493 0.093 12 1 Major Arterial 1600 30 1872 493 491 0.093 12 1 Principal Arterial 1600 30 1873 491 494 0.27 1 12 1 Principal Arterial 1700 30 1874 494 491 0.271 12 1 Major Arterial 1700 30 1875 325 496 1.326 12 1 Major Arterial 1300 35 1876 496 325 1.326 12 1 Major Arterial 1300 35 1877 496 561 5.018 12 1 Major Arterial 1300 55 1878 561 496 5.018 12 1 Major Arterial 1300 55 1879 156 170 0.695 12 1 Major Arterial 1300 55 1880 170 156 0.695 12 1 Major Arterial 1300 55 1881 497 499 3.023 12 1 Minor Arterial 1300 55 1882 499 497 3.023 12 1 Collector/ Local Road 1600 45 1883 181 502 0.483 12 1 Major Arterial 1300 55 1884 502 181 0.483 12 1 Major Arterial 1300 55 1885 501 502 1.006 12 1 Major Arterial 1300 55 1886 502 501 1.006 12 1 Major Arterial 1300 55 1887 501 725 0.713 12 1 Major Arterial 1300 55 1888 725 501 0.713 12 1 Major Arterial 1300 55 1889 167 503 1.998 12 1 Major Arterial 1300 55 1890 503 167 1.998 12 1 Major Arterial 1300 55 1891 482 503 2.276 12 1 Major Arterial 1300 55 1892 503 482 2.276 12 1 Major Arterial 1300 55 1893 487 504 0.936 12 2 Major Arterial 3100 45 1894 504 487 0.936 12 2 Major Arterial 3100 45 1895 504 505 0.607 12 2 Major Arterial 3100 40 1896 505 504 0.607 12 2 Major Arterial 3100 40 1897 505 506 0.637 12 2 Major Arterial 2700 35 1898 506 505 0.637 12 2 Major Arterial 2700 35 1899 506 507 0.662 12 3 Major Arterial 4050 35 1900 507 506 0.662 12 3 Mao r Arterial 4050 35 1901 510 509 0.458 12 1 Major Arterial 1700 50 1902 320 510 0.173 12 2 Principal Arterial 3350 45 1903 511 512 0.343 12 2 1 Principal Arterial 3350 45 Page 34 of 55 Page34 o 55Appendix C - Page 35 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

______________(ml) Width (ft) Lanes Rate________ ________

1904 512 511 0.343 12 2 Principal Arterial 3350 45 1905 455 513 0.454 12 2 Principal Arterial 3350 45 1906 513 455 0.454 12 2 Principal Arterial 3350 45 1907 352 518 5.38 12 1 Major Arterial 1300 45 1908 518 352 5.38 12 1 Major Arterial 1300 45 1909 350 520 3.181 12 1 Minor Arterial 1300 40 1910 520 350 3.181 12 1 Minor Arterial 1300 40 1911 519 521 0.174 12 1 Minor Arterial 1700 40 1912 521 519 0.174 12 1 Minor Arterial 1700 40 1913 520 521 0.193 12 1 Minor Arterial 1700 40 1914 521 520 0.193 12 1 Minor Arterial 1700 40 1915 475 519 0.308 12 1 Minor Arterial 1700 40 1916 519 475 0.308 12 1 Minor Arterial 1700 40 1917 324 526 0.199 12 1 Major Arterial 1700 25 1918 526 324 0.199 12 1 Major Arterial 1700 25 1919 522 527 0.36 12 1 Major Arterial 1700 35 1920 527 522 0.36 12 1 Major Arterial 1700 35 1921 523 527 0.078 12 1 Major Arterial 1300 35 1922 527 523 0.078 12 1 Major Arterial 1300 35 1923 179 523 0.823 12 1 Major Arterial 1300 55 1924 523 179 0.823 12 1 Major Arterial 1300 55 1925 456 528 2.712 12 1 Major Arterial 1300 55 1926 528 456 2.712 12 1 Major Arterial 1300 55 1927 529 612 0.759 12 1 Major Arterial 1300 55 1928 612 529 0.759 12 1 Major Arterial 1300 55 1929 348 529 0.456 12 1 Major Arterial 1300 35 1930 529 348 0.456 12 1 Major Arterial 1300 35 1931 142 350 2.817 12 2 Freeway 4100 60 1932 533 180 4.918 12 2 Principal Arterial 3700 65 1933 182 534 4.883 12 2 Principal Arterial 3700 65 1934 168 169 4.249 12 2 Principal Arterial 3700 65 1935 172 167 2.005 12 2 Principal Arterial 3700 65 1936 161 168 4.593 12 2 Principal Arterial 3700 65 1937 535 165 1.942 12 2 Principal Arterial 3700 65 1938 541 157 0.63 12 2 Principal Arterial 3350 45 1939 350 352 2.32 12 2 Freeway 4100 60 1940 349 150 2.799 12 2 Freeway 4100 60 1941 62 1448 1.171 10 1 Collector /Local Road 800 25 1942 1448 62 1.171 10 1 Collector /Local Road 800 25 1943 325 446 7.345 12 1 Major Arterial 1300 50 1944 446 325 7.345 12 1 Major Arterial 1300 50 1945 449 701 3.851 12 1 Principal Arterial 1800 55 1946 701 449 3.851 12 1 Principal Arterial 1800 55 1947 136 546 5.197 10 1 Collector/ Local Road 800 35 1948 546 136 5.197 10 1 Collector/ Local Road 800 35 1949 469 564 0.359 12 2 Principal Arterial 2500 45 1950 564 469 0.359 12 2 Principal Arterial 2500 45 1951 566 577 0.452 12 2 Principal Arterial 2500 45 1952 577 566 0.452 12 2 Principal Arterial 2500 45 1953 576 577 0.293 10 1 Collector/ Local Road 800 30 1954 577 576 0.293 10 1 Collector I Local Road 800 30 1955 576 581 0.168 12 2 Collector /Local Road 1600 30 1956 581 576 0.168 12 2 Collector /Local Road 1600 30 1957 580 587 0.15 12 2 Principal Arterial 2500 45 1958 587 580 0.15 12 2 Principal Arterial 2500 45 1959 319 587 0.651 12 2 Principal Arterial 2500 45 Page 35 of 55 Page35 o55Appendix C - Page 36 of 64

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

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

1960 587 319 0.651 12 2 Principal Arterial 2500 45 1961 319 511 0.539 12 2 Principal Arterial 2500 45 1962 511 319 0.539 12 2 Principal Arterial 2500 45 1963 530 319 0.081 12 2 Principal Arterial 2800 30 1964 609 613 0.595 12 2 Collector /Local Road 1600 30 1965 613 609 0.595 12 2 Collector / Local Road 1600 30 1966 509 530 0.33 12 2 Collector/ Local Road 3400 30 1967 614 615 0.467 10 1 Collector/ Local Road 800 30 1968 615 614 0.467 10 1 Collector / Local Road 800 30 1969 622 626 0.346 12 1 Collector I Local Road 800 40 1970 626 622 0.346 12 1 Collector / Local Road 800 40 1971 151 479 4.834 12 1 Minor Arterial 1300 40 1972 479 151 4.834 12 1 -Minor Arterial 1300 40 1973 631 728 0.67 12 1 Major Arterial 1300 55 1974 728 631 0.67 12 1 Major Arterial 1300 55 1975 366 716 1.632 12 1 Major Arterial 1300 55 1976 716 366 1.632 12 1 Major Arterial 1300 55 1977 364 373 4.752 12 1 Major Arterial 1300 45 1978 373 364 4.752 12 1 Major Arterial 1300 45 1979 632 633 0.824 12 1 Major Arterial 1300 25 1980 633 632 0.824 12 1 Major Arterial 1300 25 1981 370 708 2.258 12 1 Major Arterial 1300 55 1982 708 370 2.258 12 1 Major Arterial 1300 55 1983 633 635 0.442 10 1 Collector / Local Road 800 25 1984 635 633 0.442 10 1 Collector / Local Road 800 25 1985 379 440 2.131 12 1 Minor Arterial 1300 55 1986 440 379 2.131 12 1 Minor Arterial 1300 55 1987 362 791 1.023 12 1 Minor Arterial 1300 55 1988 791 362 1.023 12 1 Minor Arterial 1300 55 1989 640 791 4.477 12 1 Minor Arterial 1300 55 1990 791 640 4.477 12 1 Minor Arterial 1300 55 1991 415 715 0.517 12 1 Minor Arterial 1300 40 1992 715 415 0.517 12 1 Minor Arterial 1300 40 1993 646 715 1.156 12 1 Minor Arterial 1300 40 1994 715 646 1.156 12 1 Minor Arterial 1300 40 1995 644 645 0.224 12 1 Major Arterial 1300 45 1996 645 644 0.224 12 1 Major Arterial 1300 45 1997 272 649 0.675 12 2 Minor Arterial 3400 40 1998 649 272 0.675 12 2 Minor Arterial 3400 40 1999 442 773 1.138 12 2 Minor Arterial 2600 40 2000 773 442 1.138 12 2 Minor Arterial 2600 40 2001 354 443 1.146 12 2 Minor Arterial 3400 40 2002 443 354 1.146 12 2 Minor Arterial 3400 40 2003 354 650 0.843 12 2 Minor Arterial 3400 40 2004 650 354 0.843 12 2 Minor Arterial 3400 40 2005 647 652 0.464 12 2 Minor Arterial 3400 40___

2006 652 647 0.464 12 2 Minor Arterial 3400 40___

2007 651 653 0.444 12 1 Minor Arterial 1700 4 2008 653 651 0.444 12 1 Minor Arterial 1700 4 2009 654 655 0.183 12 2 Minor Arterial 3400 40___

2010 655 654 0.183 12 2 Minor Arterial 3400 40___

2011 650 759 0.514 12 2 Minor Arterial 3400 40___

2012 759 650 0.514 12 2 Minor Arterial 3400 40___

2013 655 656 0.134 12 2 Minor Arterial 2600 40 2014 656 655 0.134 12 2 Minor Arterial 2600 40 2015 652 662 0.57 12 2 Minor Arterial 3400 40 Page 36 of 55 Page36 o55Appendix C - Page 37 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node (L)e (Lent Wdththt LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) 2016 662 652 0.57 12 2 Minor Arterial 3400 40 2017 660 661 0.254 12 1 Minor Arterial 1700 40 2018 661 660 0.254 12 1 Minor Arterial 1700 40 2019 648 663 1.043 12 2 Major Arterial 2700 35 2020 663 648 1.043 12 2 Major Arterial 2700 3 2021 661 662 0.454 12 1 Minor Arterial 1700 4 2022 662 661 0.454 12 1 Minor Arterial 1700 4 2023 662 663 0.969 12 1 Minor Arterial 1700 4 2024 663 662 0.969 12 1 Minor Arterial 1700 4 2025 388 649 1.23 12 2 Minor Arterial 3400 40___

2026 649 388 1.23 12 2 Minor Arterial 3400 4 2027 664 665 0.13 12 2 Minor Arterial 3400 4 2028 665 664 0.13 12 2 -MinorArterial 3400 4 2029 343 663 0.397 12 -2 Major Arterial 2700 3 2030 663 343 0.397 12 2 Major Arterial 2700 3 2031 665 666 0.097 12 2 Minor Arterial 2600 4 2032 666 665 0.097 12 2 Minor Arterial 2600 4 2033 275 355 0.385 12 2 Principal Arterial 3350 45___

2034 390 756 0.593 12 2 Minor Arterial 3400 40___

2035 756 390 0.593 12 2 Minor Arterial 3400 40___

2036 218 331 2.848 12 2 Principal Arterial 3700 55___

2037 331 218 2.848 12 2 Principal Arterial 3700 55___

2038 389 731 0.456 12 2 Minor Arterial 3400 40___

2039 731 389 0.456 12 2 Minor Arterial 3400 40___

2040 404 671 0.354 12 2 Collector! Local Road 3400 4 2041 671 404 0.354 12 2 Collector/ Local Road 3400 4 2042 672 731 0.2 18 12 2 Collector / Local Road 3400 40___

2043 731 672 0.218 12 2 Collector / Local Road 3400 40___

2044 403 754 0.366 12 1 Collector! Local Road 1700 4 2045 754 403 0.366 12 1 Collector!/ Local Road 1700 40___

2046 672 673 0.188 12 2 Minor Arterial 3400 40___

2047 673 672 0,188 1 12 2 Minor Arterial 3400 4 2048 356 431 0.242 12 2 Collector! Local Road 3400 40 2049 431 356 0.242 12 2 Collector!I Local Road 3400 40 2050 331 420 1.137 12 2 Principal Arterial 3350 45 2051 420 331 1.137 12 2 Principal Arterial 3350 45 2052 400 674 0.503 12 1 Minor Arterial 1700 40 2053 674 400 0.503 12 1 Minor Arterial 1700 40 2054 298 676 0.818 12 2 Minor Arterial 3400 40 2055 676 298 0.818 12 2 Minor Arterial 3400 40 2056 677 678 0.846 12 2 Collector! Local Road 1600 15 2057 332 516 1.093 12 4 Principal Arterial 6700 45 2058 677 681 0.193 12 1 Collector /Local Road 1700 40 2059 681 677 0.193 12 1 Collector! Local Road 1700 40 2060 419 679 0.18 12 2 Minor Arterial 3400 40 2061 679 419 0.18 12 2 Minor Arterial 3400 40 2062 682 683 0.203 12 1 Collector!/ Local Road 1700 40 2063 683 682 0.203 12 1 Collector! Local Road 1700 40 2064 682 684 0.336 12 1 Collector / Local Road 1700 40 2065 684 682 0.336 12 1 Collector! Local Road 1700 40 2066 679 680 1.281 12 1 Collector! Local Road 1700 40 2067 680 679 1.281 12 1 Collector!/ Local Road 170 0 40 2068 396 681 0.365 12 2 Collector! Local Road 3400 40 2069 416 680 0.351 12 1 Collector! Local Road 1700 40 2070 680 416 0.351 12 1 collector!/ Local Road J _ 1700 40 2071 686 329 0.22 12 2 Major Arterial 3600 50 Page 37 of 55 Page37 o55Appendix C - Page 38 of 64

Appendix C Quad NGS Appedix Network NGSRoadway Qua Data Table Link # U-Node 0-Node Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Rate______r Fhlorw FFS (mph) 2072 307 402 0.906 12 1 Collector / Local Road 1700 40 2073 402 307 0.906 12 1 Collector I Local Road 1700 40 2074 340 394 0.434 12 2 Collector / Local Road 1600 15 2075 516 340 0.153 12 2 Collector/ Local Road 1600 15 2076 338 394 0.475 12 2 Principal Arterial 3350 45 2077 394 338 0.475 12 2 Principal Arterial 3350 45 2078 164 538 3.287 12 2 Principal Arterial 3700 65 2079 183 181 0.764 12 1 Ramp 1500 35 2080 162 346 0.638 12 2 Freeway 4100 60 2081 175 166 1.186 12 2 Freeway 4100 60 2082 279 283 0.123 12 2 Major Arterial 3100 45 2083 335 286 0.238 12 2 Minor Arterial 3400 40 2084 201 198 2.059 12 2 Freeway 4100 65 2085 421 751 0.418 12 1 Collector / Local Road 1700 40 2086 751 421 0.418 12 1 Collector /Local Road 1700 40 2087 439 815 0.394 12 1 Minor Arterial 1700 40 2088 815 439 0.394 12 1 Minor Arterial 1700 40 2089 199 434 4.39 12 1 Minor Arterial 1300 40 2090 434 199 4.39 12 1 Minor Arterial 1300 40 2091 190 495 2.377 12 1 Principal Arterial 1800 55 2092 495 190 2.377 12 1 Principal Arterial 1800 55 2093 626 692 0.396 12 1 Collector / Local Road 800 45 2094 692 626 0.396 12 1 Collector!/ Local Road 800 45 2095 351 470 7.965 12 1 Major Arterial 1300 45 2096 470 351 7.965 12 1 Major Arterial 1300 45 2097 456 698 5.625 12 1 Major Arterial 1300 45 2098 698 456 5.625 12 1 Major Arterial 1300 45 2099 700 701 2.02 1 12 1 Principal Arterial 1800 55 2100 701 700 2.02 1 12 1 Principal Arterial 1800 55 2101 134 518 7.675 12 1 Major Arterial 1300 55 2102 518 134 7.675 12 1 Major Arterial 1300 55 2103 543 784 1.857 10 1 Collector / Local Road 800 35 2104 784 543 1.857 10 -1 Collector! Local Road 800 35 2105 547 703 0.957 12 1 Major Arterial 1600 50 2106 703 547 0.957 12 1 Principal Arterial 1600 55 2107 185 486 1.125 12 2 Principal Arterial 3350 45 2108 486 185 1.125 12 2 Principal Arterial 3350 45 2109 323 495 1.008 12 1 Principal Arterial 1800 55 2110 495 323 1.008 12 1 Principal Arterial 1800 55 2111 713 718 5.367 12 1 Major Arterial 1300 55 2112 718 713 5.367 12 1 Major Arterial 1300 55 2113 373 374 5.019 12 1 Major Arterial 1300 45 2114 374 373 5.019 12 1 Major Arterial 1300 45 2115 391 792 0.963 12 1 Principal Arterial 1600 55 2116 792 391 0.963 1 12 1 Principal Arterial 1600 55 _

2117 718 1416 0.878 12 1 Principal Arterial 1800 55 2118 1416 718 0.878 12 1 Principal Arterial 1800 55 2119 328 409 2.025 12 1 Major Arterial 1300 55 2120 409 328 2.025 12 1 Major Arterial 1300 55 2121 406 723 0.459 12 1 Minor Arterial 1700 45 2122 723 406 0.459 12 1 Minor Arterial 1700 45 2123 376 724 1.367 12 1 Minor Arterial 1300 55 2124 724 376 1.367 12 1 Minor Arterial 1300 55 2125 434 714 0.548 12 1 Minor Arterial 1300 40 2126 714 434 0.548 12 1 Minor Arterial 1300 40 2127 726 793 0.271 12 1 Minor Arterial 1300 35 Page 38 of 55 o 55Appendix Page38 C - Page 39 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flaw FFS (mph)

_______________ (ml) Width (ft) Lanes ___________ Rate (veh/hr) ____

2128 793 726 0.271 12 1 Minor Arterial 1300 35 2129 328 729 1.802 12 1 Major Arterial 1300 55 2130 729 328 1.802 12 1 -Major Arterial 1300 55 2131 412 790 1.454 12 1 Major Arterial 1300 45 2132 790 412 1.454 12 1 Major Arterial 1300 45 2133 436 437 0.311 12 1 Major Arterial 1700 25 2134 437 436 0.311 12 1 Major Arterial 1700 25 2135 435 788 0.275 12 1 Major Arterial 1300 25 2136 788 435 0.275 12 1 Major Arterial 1300 25 2137 410 636 0.197 12 1 Major Arterial 1300 30 2138 636 410 0.197 12 1 Major Arterial 1300 30 2139 198 194 0.649 12 2 Freeway 4100 65 2140 194 188 7.276 12 2 Freeway 4100 65 2141 196 197 0.666 12 2 Freeway 4100 65 2142 197 203 2.119 12 2 Freeway 4100 65 2143 423 426 0.22 12 1 Principal Arterial 1700 25 2144 426 423 0.22 12 1 Principal Arterial 1700 25 2145 351 349 2.336 12 2 Freeway 4100 60 2146 415 739 0.895 12 1 Major Arterial 1300 55 2147 739 415 0.895 12 1 Major Arterial 1300 55 2148 208 514 0.132 12 1 Major Arterial 1300 55 2149 514 208 0.132 12 1 Major Arterial 1300 55 2150 208 345 1.313 12 1 Ramp 1500 35 2151 214 209 1.337 12 1 Ramp 1500 35 2152 283 282 0.337 12 1 Ramp 1500 35 2153 740 257 2.504 12 1 Ramp 1500 65 2154 766 765 0.614 12 2 Freeway 4100 65 2155 293 786 0.263 12 2 Collector / Local Road 3400 40 2156 329 308 0.078 12 2 Major Arterial 3600 50 2157 311 769 0.259 12 2 Freeway 4100 50 2158 507 508 0.432 12 3 Major Arterial 4050 35 2159 508 507 0.432 12 3 Major Arterial 4050 35 2160 508 509 0.281 12 2 Major Arterial 2700 30 2161 509 508 0.281 12 2 Major Arterial 2700 30 2162 470 472 3.041 12 2 Principal Arterial 3700 50 2163 472 470 3.041 12 2 Principal Arterial 3700 50 2164 400 707 0.947 12 1 Minor Arterial 1700 40 2165 707 400 0.947 12 1 Minor Arterial 1700 40 2166 383 674 1.502 12 2 Minor Arterial 3400 40 2167 674 383 1.502 12 2 Minor Arterial 3400 40 2168 746 747 0.462 12 1 Ramp 1500 35 2169 242 233 1.89 12 2 Freeway 4100 65 2170 746 238 0.739 12 2 Freeway 4100 65 2171 233 732 0.695 12 2 Freeway 4100 65 2172 225 643 0.333 12 1 Minor Arterial 1300 40 2173 643 225 0.333 12 1 Minor Arterial 1300 40 2174 653 751 0.46 12 1 Collector /Local Road 1300 40 2175 751 653 0.46 12 1 Collector /Local Road 1300 40 2176 331 421 0.974 12 1 Minor Arterial 1700 40 2177 421 331 0.974 12 1 Minor Arterial 1700 40 2178 662 671 0.814 12 2 Collector/ Local Road 3400 40 2179 671 662 0.814 12 2 Collector /Local Road 3400 40 2180 173 196 8.586 12 2 Freeway 4100 65 2181 272 755 0.596 12 2 Minor Arterial 3400 40 2182 755 272 0.596 12 2 Minor Arterial 3400 40 2183 390 388 0.77 12 2 Major Arterial 3100 45 Page 39 of 55 Page39 o55Appendix C - Page 40 of 64

Appendix C Quad NGS Appedix Network QuaNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felhrw ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 2184 149 471 0.529 12 2 Principal Arterial 3700 50 2185 471 163 0.482 12 2 Principal Arterial 3700 50 2186 381 759 0.487 12 1 Minor Arterial 1700 40 2187 759 381 0.487 12 1 Minor Arterial 1700 40 2188 356 332 0.501 12 4 Principal Arterial 6700 45 2189 307 684 0.761 12 2 Principal Arterial 3350 45 2190 684 307 0.761 12 2 Principal Arterial 3350 45 2191 329 306 0.438 12 2 Principal Arterial 3350 45 2192 735 762 0.674 12 2 Minor Arterial 3400 40 2193 281 295 0.532 12 2 Freeway 4100 55 2194 285 282 0.404 12 2 Freeway 4100 55 2195 268 753 1.173 12 2 Principal Arterial 3350 45 2196 753 268 1.173 12 2 Principal Arterial 3350 45 2197 163 155 0.659 12 2 Principal Arterial 3700 50 2198 371 637 4.355 10 1 Collector! Local Road 800 35 2199 637 371 4.355 10 1 Collector! Local Road 800 35 2200 373 470 9.011 12 1 Major Arterial 1300 45 2201 470 373 9.011 12 1 Major Arterial 1300 45 2202 192 1416 3.04 12 1 Principal Arterial 1800 55 2203 1416 192 3.04 12 1 Principal Arterial 1800 55 2204 419 420 0.44 12 2 Principal Arterial 3350 40 2205 420 419 0.44 12 2 Principal Arterial 3350 40 2206 355 356 0.811 12 4 Principal Arterial 6700 45 2207 670 679 1.381 12 2 Minor Arterial 3400 40 2208 679 670 1.381 12 2 Minor Arterial 3400 40 2209 221 227 0.24 12 2 Major Arterial 3100 45 2210 299 304 0.691 12 2 Freeway 4100 50 2211 304 311 0.158 12 2 Freeway 4100 50 2212 312 744 0.81 12 2 Freeway 4100 50 2213 646 771 0.626 12 1 Minor Arterial 1700 40 2214 771 646 0.626 12 1 Minor Arterial 1700 40 2215 649 773 0.312 12 2 Minor Arterial 3400 40 2216 773 649 0.312 12 2 Minor Arterial 3400 40 2217 649 772 0.221 12 2 Minor Arterial 3400 40 2218 772 649 0.221 12 2 Minor Arterial 3400 40 2219 192 481 1.486 12 1 Minor Arterial 1300 55 2220 481 192 1.486 12 1 Minor Arterial 1300 55 2221 160 323 1.807 12 1 Principal Arterial 1800 55 2222 323 160 1.807 12 1 Principal Arterial 1800 55 2223 487 536 0.806 12 2 Major Arterial 3100 45 2224 536 487 0.806 12 2 Major Arterial 3100 45 2225 536 692 0.724 12 2 Collector / Local Road 1600 45 2226 692 536 0.724 12 2 Collector!/Local Road 1600 45 2227 703 705 2.863 12 1 Major Arterial 1600 50 2228 705 703 2.863 12 1 Principal Arterial 1600 55 2229 532 784 0.443 12 1 Collector! Local Road 800 55 2230 784 532 0.443 10 1 Collector/ Local Road 800 30 2231 645 785 0.744 12 2 Major Arterial 2700 35 2232 785 645 0.744 12 2 Major Arterial 2700 35 2233 343 671 0.885 12 2 Collector /Local Road 3400 40 2234 671 343 0.885 12 2 Collector /Local Road 3400 40 2235 344 675 1.143 12 2 Minor Arterial 3400 40 2236 675 344 1.143 12 2 Minor Arterial 3400 40 2237 302 417 0.151 12 3 Principal Arterial 4200 30 2238 403 680 0.896 12 1 Collector! Local Road 1700 40 2239 680 403 0.896 12 -1 Collector/!Local Road 1700 40 Page 40 of 55 Page40 o55Appendix C - Page 41 of 64

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

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

2240 308 334 0.092 12 2 Principal Arterial 3350 45 2241 430 678 0.561 12 4 Principal Arterial 6700 45 2242 401 677 0.223 12 1 Collector / Local Road 1700 40 2243 677 401 0.223 12 1 Collector / Local Road 1700 40 2244 411 438 1.098 12 2 Major Arterial 3100 45 2245 438 411 1.098 12 2 Major Arterial 3100 45 2246 221 353 0.289 12 2 Major Arterial 3100 45 2247 353 221 0.289 12 2 MaJor Arterial 3100 45 2248 277 384 0.295 12 2 Major Arterial 3100 45 2249 385 278 0.3 12 2 Major Arterial 3100 45 2250 354 736 1.255 12 1 Minor Arterial 1700 40 2251 736 354 1.255 12 1 Minor Arterial 1700 40 2252 650 690 0.861 12 2 Minor Arterial 3400 40 2253 690 650 0.861 12 2 Minor Arterial 3400 40 2254 278 760 0.286 12 2 Minor Arterial 3400 40 2255 760 278 0.286 12 2 Minor Arterial 3400 40 2256 205 213 2.353 12 2 Freeway 4100 65 2257 345 206 2.537 12 2 Freeway 4100 65 2258 431 676 1.279 12 1 Collector /Local Road 1700 40 2259 676 431 1.279 12 1 Collector! Local Road 1700 40 2260 392 707 0.324 12 1 Collector!/ Local Road 1700 40 2261 707 392 0.324 12 1 Collector! Local Road 1700 40 2262 332 400 0.733 12 2 -Minor Arterial 3400 40 2263 400 332 0.733 12 2 Minor Arterial 3400 40 2264 387 274 0.927 12 2 Major Arterial 3100 45 2265 300 787 0.797 12 2 Minor Arterial 3400 40 2266 273 386 0.929 12 2 Major Arterial 3100 45 2267 442 336 1.074 12 2 Principal Arterial 3350 45 2268 278 382 1.15 12 2 Major Arterial 3100 45 2269 383 277 1.155 12 2 Major Arterial 3100 45 2270 262 443 1.137 12 2 Principal Arterial 3350 45 2271 353 374 4.362 12 1 -Major Arterial 1300 45 2272 374 353 4.362 12 1 Major Arterial 1300 45 2273 365 433 2.442 12 1 Collector / Local Road 800 45 2274 433 365 2.442 12 1 Collector I Local Road 800 45 2275 636 789 0.536 12 1 Major Arterial 1300 40 2276 789 636 0.536 12 1 Major Arterial 1300 40 2277 204 357 0.924 12 1 Major Arterial 1700 45 2278 357 204 0.924 12 1 Major Arterial 1700 45 2279 365 691 2.808 10 1 Collector! Local Road 800 35 2280 691 365 2.808 10 1 Collector/ Local Road 800 35 2281 691 708 3.157 12 1 Collector! Local Road 800 55 2282 708 691 3.157 12 1 Collector!/ Local Road 800 55 2283 330 407 0.665 12 1 Minor Arterial 1300 35 2284 407 330 0.665 12 1 Minor Arterial 1300 35 2285 330 637 2.432 12 1 Principal Arterial 1600 55 2286 637 330 2.432 12 1 Principal Arterial 1600 55 2287 721 795 0.648 12 1 Principal Arterial 1700 55 2288 795 721 0.648 12 1 Principal Arterial 1700 55 2289 356 674 0.738 12 2 Collector! Local Road 3400 40 2290 674 356 0.738 12 2 Collector! Local Road 3400 40 2291 808 809 0.358 12 2 Minor Arterial 3400 40 2292 807 806 0.74 12 2 Minor Arterial 3400 40 2293 648 647 0.74 12 2 Minor Arterial 3400 40 2294 218 753 2.078 12 2 Principal Arterial 3700 55 2295 753 218 2.078 12 2 Principal Arterial 3700 55 Page 41 of 55 Page41 o55Appendix C - Page 42 of 64

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

_____ ______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) ____

2296 643 644 2.563 12 1 Minor Arterial 1300 40 2297 644 643 2.563 12 1 Minor Arterial 1300 40 2298 643 816 0.876 12 1 Minor Arterial 1300 40 2299 816 643 0.876 12 1 Minor Arterial 1300 40 2300 642 643 1.568 12 1 Minor Arterial 1300 40 2301 643 642 1.568 12 1 Minor Arterial 1300 40 2302 418 419 0.574 12 2 Principal Arterial 3350 40 2303 419 418 0.574 12 2 Principal Arterial 3350 40 2304 641 814 0.474 12 1 Principal Arterial 1700 35 2305 814 641 0.474 12 1 Principal Arterial 1700 35 2306 260 230 3.85 12 2 Freeway 4100 65 2307 640 644 2.682 12 1 Major Arterial 1300 45 2308 644 640 2.682 12 1 Major Arterial 1300 45 2309 253 745 0.453 12 1 Minor Arterial 1700 40 2310 745 253 0.453 12 1 Minor Arterial 1700 40 2311 682 730 0.943 12 1 Collector /Local Road 1700 40 2312 730 682 0.943 12 1 Collector/ Local Road 1700 40 2313 806 807 0.81 12 2 Minor Arterial 3400 40 2314 647 799 0.811 12 2 Minor Arterial 3400 40 2315 654 799 0.448 12 2 Minor Arterial 3400 40 2316 799 654 0.448 12 2 Minor Arterial 3400 40 2317 404 670 0.839 12 2 Minor Arterial 3400 40 2318 670 404 0.839 12 2 Minor Arterial 3400 40 2319 405 750 1.148 12 1 Minor Arterial 1300 40 2320 750 405 1.148 12 1 Minor Arterial 1300 40 2321 421 422 1.003 12 1 Minor Arterial 1700 40 2322 422 421 1.003 12 1 Minor Arterial 1700 40 2323 799 812 0.902 12 2 Minor Arterial 2600 40 2324 813 806 0.93 12 2 Minor Arterial 2600 40 2325 642 752 1.627 12 1 Major Arterial 1300 45 2326 752 642 1.627 12 1 Major Arterial 1300 45 2327 140 531 0.111 12 1_ Major Arterial 1700 45 2328 531 140 0.111 12 1 Major Arterial 1700 45 2329 740 432 1.779 12 2 Freeway 4100 65 2330 223 740 4.4 12 2 Freeway 4100 65 2331 231 224 4.573 12 2 Freeway 4100 65 2332 246 242 0.341 12 2 Freeway 4100 65 2333 238 250 1.793 12 2 Freeway 4100 65 _

2334 245 215 0.848 12 2 Freeway 4100 65 2335 243 247 0.398 12 2 Freeway 4100 65 _

2336 821 1366 1.514 12 1 Major Arterial 1300 55 2337 1366 821 1.514 12 1 Major Arterial 1300 55 2338 824 1022 0.068 12 1 Major Arterial 1300 30 2339 1022 824 0.068 12 1 Major Arterial 1300 30 2340 267 844 0.746 12 2 Freeway 4100 65 2341 877 953 0.38 12 1 Ramp 1500 35 2342 955 879 0.424 12 1 Ramp 1500 35 2343 1087 971 1.006 12 1 Major Arterial 1300 55 2344 970 1086 0.982 12 1 Major Arterial 1300 55 2345 891 959 0.133 12 1 Ramp 1500 35 2346 911 909 0.041 12 2 Minor Arterial 3400 40 2347 908 912 0.49 12 2 Minor Arterial 3400 40 2348 913 1186 0.362 12 2 Minor Arterial 3400 40 2349 951 922 0.387 12 1 Ramp 1500 35 2350 952 925 0.443 12 1 Ramp 1500 35 2351 1034 ,1091 0.192 12 1 Major Arterial 1300 40 Page 42 of 55 o55Appendix Page42 C - Page 43 of 64

Appendix C Quad NGS Appedix NetworkQua NGSRoadway Data Table LikUNoe -Nde Length Lane Number of Roadway Type Ratraeio

( Felowh) (ph Link#

UNod 0-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 2352 1091 1034 0.192 12 1 Major Arterial 1300 40 2353 953 954 0.149 12 1 Major Arterial 1300 55 2354 978 924 0.126 12 1 Major Arterial 1700 45 2355 1186 972 0.087 12 2 Collector/ Local Road 3400 40 2356 972 911 0.087 12 2 Collector I Local Road 3400 40 2357 891 948 0.187 12 2 Minor Arterial 3400 35 2358 948 891 0.187 12 2 Minor Arterial 3400 35 2359 1131 1134 0.408 12 3 Major Arterial 4650 45 2360 951 992 0.302 12 2 Freeway 4100 65 2361 875 882 0.608 12 2 Freeway 4100 65 2362 867 870 0.179 12 2 Freeway 4100 65 2363 878 868 0.213 12 2 Freeway 4100 65 2364 873 871 0.447 12 2 Freeway 4100 65 2365 868 864 0.797 12 2 Freeway 4100 65 2366 865 863 0.33 12 1 Ramp 1500 55 2367 869 1145 0.873 12 2 Freeway 4100 65 2368 864 849 6.489 12 2 Freeway 4100 65 2369 848 873 2.621 12 2 Freeway 4100 65 2370 849 847 0.552 12 2 Freeway 4100 65 2371 844 848 0.739 12 2 Freeway 4100 65 2372 847 264 0.874 12 2 Freeway 4100 65 2373 980 931 0.237 12 3 Major Arterial 4650 45 2374 930 981 0.626 12 3 Major Arterial 4650 45 2375 1151 938 0.26 12 2 Freeway 4100 65 2376 919 910 0.572 12 2 Freeway 4100 65 2377 905 917 1.855 12 2 Freeway 4100 65 2378 769 905 1.561 12 2 Freeway 4100 65 2379 904 1165 0.566 12 1 Major Arterial 1700 55 2380 945 896 0.448 12 2 Major Arterial 3100 45 2381 893 899 0.356 12 2 Major Arterial 3100 45 2382 877 869 0.298 12 2 Freeway 4100 65 2383 955 880 1.303 12 2 Freeway 4100 65 2384 880 859 4.482 12 2 Freeway 4100 65 2385 856 861 0.621 12 2 Freeway 4100 65 2386 859 857 0.528 12 2 Freeway 4100 65 2387 835 856 13.079 12 2 Freeway 4100 65 2388 833 828 1.676 12 2 Freeway 4100 65 2389 1159 914 0.189 12 2 Minor Arterial 3400 40 2390 991 992 0.35 12 1 -Ramp 1500 35 2391 926 979 0.326 12 1 Ramp 1500 35 2392 965 1000 1.603 12 1 Principal Arterial 1600 55 2393 1000 965 1.603 12 1 Principal Arterial 1600 55 2394 964 1006 0.239 12 1 Principal Arterial 1600 40 2395 1006 964 0.239 12 1 Principal Arterial 1600 40 2396 946 1172 0.628 12 1 Principal Arterial 1700 40 2397 1172 946 0.628 12 1 Principal Arterial 1700 40 2398 966 1170 0.225 12 1 Principal Arterial 1700 55 2399 1170 966 0.225 12 1 Principal Arterial 1700 55 2400 1002 1006 0.074 12 1 Principal Arterial 1600 40 2401 1006 1002 0.074 12 1 Principal Arterial 1600 40 2402 941 1008 1.515 12 1 Major Arterial 1300 55 2403 1008 941 1.515 12 1 Major Arterial 1300 55 2404 941 965 2.779 12 1 Collector/I Local Road 800 45 2405 965 941 2.779 12 1 Collector/I Local Road 800 45 2406 1006 1009 0.551 12 1 Major Arterial 1300 45 2407 1009 1006 10.551 12 1 Major Arterial 1300 45 Page 43 of 55 Page43 o55Appendix C - Page 44 of 64

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

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

2408 819 1010 1.463 12 1 Major Arterial 1300 55 2409 1010 819 1.463 12 1 Major Arterial 1300 55 2410 1011 1012 0.646 12 1 Minor Arterial 1300 55 2411 1012 1011 0.646 12 1 Minor Arterial 1300 55 2412 1017 1169 0.151 12 1 Major Arterial 1700 40 2413 1169 1017 0.151 12 1 Major Arterial 1700 40 2414 1019 1020 0.498 12 1 Major Arterial 1300 30 2415 1020 1019 0.498 12 1 Major Arterial 1300 30 2416 1020 1021 0.437 12 1 Major Arterial 1300 30 2417 1021 1020 0.437 12 1 Major Arterial 1300 30 2418 943 1024 0.708 12 1 Major Arterial 1300 55 2419 1024 943 0.708 12 1 Major Arterial 1300 55 2420 968 1025 0.838 12 1 Minor Arterial 1300 55 2421 1025 968 0.838 12 1 Minor Arterial 1300 55 _

2422 963 1026 0.868 12 1 Major Arterial 1300 55 2423 1026 963 0.868 12 1 Major Arterial 1300 55 2424 853 1027 1.366 12 1 Minor Arterial 1300 55 2425 1027 853 1.366 12 1 1 Minor Arterial 1300 55 2426 1028 1031 1.517 12 1 Minor Arterial 1300 45 2427 1031 1028 1.517 12 1 Minor Arterial 1300 45 2428 1027 1351 2.719 12 1 Major Arterial 1300 55 2429 1351 1027 2.719 12 1 Major Arterial 1300 55 2430 1035 1036 0.433 12 1 Major Arterial 1700 45 2431 1036 1035 0.433 12 1 Major Arterial 1700 45 2432 1035 1147 0.45 12 1 Major Arterial 1700 50 _

2433 1147 1035 0.45 12 1 Major Arterial 1700 50 2434 1039 1040 0.432 12 2 Major Arterial 2700 30 2435 1040 1039 0.432 12 2 Major Arterial 2700 30 2436 1040 1041 0.136 12 2 Major Arterial 3100 45 2437 1042 886 0.486 12 2 Major Arterial 2700 30 _

2438 1041 1042 0.7 12 2 Major Arterial 2700 30 2439 886 1044 0.223 12 2 Major Arterial 3100 45 2440 1044 886 0.223 12 2 Major Arterial 3100 45 2441 1044 1045 0.738 12 2 Major Arterial 2700 30 2442 1045 1044 0.738 12 2 Major Arterial 2700 30 2443 1046 1047 0.282 12 2 Major Arterial 2700 30 2444 1047 1046 0.282 12 2 Major Arterial 2700 30 2445 1047 1048 0.146 12 2 Major Arterial 2700 30 2446 1050 1051 0.678 12 2 Major Arterial 3100 45 2447 1051 1052 0.267 12 2 Major Arterial 2700 30 2448 1052 1053 0.446 12 2 Major Arterial 2700 30 2449 1054 1055 0.115 12 4 Major Arterial 5400 30 _

2450 1056 1057 0.98 12 2 Major Arterial 3100 45 2451 1197 1059 0.09 12 2 Major Arterial 3100 45 2452 1062 1061 0.202 12 3 Major Arterial 4650 40 2453 1060 1061 0.289 12 3 Major Arterial 4650 40 2454 1061 1060 0.289 12 3 Mao r Arterial 4650 40 2455 1064 1065 0.205 12 2 Major Arterial 3100 45 2456 1065 1064 0.205 12 2 Major Arterial 3100 45 2457 894 973 0.244 12 4 Major Arterial 6200 45 2458 948 895 0.316 12 2 Major Arterial 3100 45 2459 894 1066 0.439 12 2 Major Arterial 3100 45 2460 1066 894 0.439 12 2 Major Arterial 3100 45 _

2461 1067 1068 0.908 1 12 1 Major Arterial 1700 45 2462 1068 1067 0.908 12 1 Major Arterial 1700 45 2463 1193 1068 0.091 12 1 1 Major Arterial 1700 45 Page 44 of 55 Page44 o 55Appendix C - Page 45 of 64

Appendix C Quad NGS Qua Appedix Network Data Table NGSRoadway Link # U-Node D-Node mLen Wdththt Lengt Laneh LanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

2464 1070 1069 0.133 12 1 Major Arterial 1700 45 2465 1066 1070 0.248 12 1 Major Arterial 1700 45 2466 1070 1066 0.248 12 1 Major Arterial 1700 45 2467 1067 1071 0.938 12 2 Major Arterial 3100 45 2468 1071 1067 0.938 12 2 Major Arterial 3100 45 2469 1076 1077 0.495 12 2 Collector / Local Road 3400 40 2470 1077 1076 0.495 12 2 Collector / Local Road 3400 40 2471 972 1077 0.672 12 2 Collector! Local Road 3400 40 2472 1077 972 0.672 12 2 Collector / Local Road 3400 40 2473 1079 980 0.712 12 3 Major Arterial 4650 45 2474 933 1080 0.884 12 3 Major Arterial 4650 45 2475 975 1079 1.013 12 3 Major Arterial 4650 45 2476 885 1083 0.95 12 1 Major Arterial 1700 45 2477 1083 885 0.95 12 1 Major Arterial 1700 .45 2478 1190 974 1.009 12 3 Major Arterial 4650 45 2479 974 977 0.255 12 3 Major Arterial 4650 45 2480 826 1021 0.738 12 1 Major Arterial 1300 55 2481 1021 826 0.738 12 1 Major Arterial 1300 55 2482 960 1082 0.144 12 2 Major Arterial 3100 .45 2483 1082 893 0.144 12 2 Major Arterial 3100 45 2484 1132 1088 0.74 12 1 Major Arterial 1300 55 2485 1165 892 0.91 12 1 Major Arterial 1300 55 2486 893 984 0.483 12 1 Ramp 1500 35 2487 983 961 0.42 12 1 Ramp 1500 35 2488 900 984 0.418 12 1 Major Arterial ___1700 55 2489 983 904 0.627 12 1 Major Arterial 1700 55 2490 885 1146 1.03 12 1 Minor Arterial 1700 40 2491 1146 885 1.03 12 1 Minor Arterial 1700 40 2492 1078 1159 1.378 12 2 Minor Arterial 3400 40 2493 1154 940 0.512 12 2 Freeway 4100 60 2494 1057 1058 1.03 12 2 Major Arterial 3100 45 2495 1089 1188 0.433 12 1 Principal Arterial 1600 45 2496 1188 1089 0.433 12 1 Principal Arterial 1600 45 2497 967 1166 0.605 12 1 Principal Arterial 1700 40 2498 1166 967 0.605 12 1 Principal Arterial 1700 40 2499 1092 1047 0.147 12 2 Major Arterial 3100 45 2500 1064 1093 0.155 12 1 Collector! Local Road 1700 40 2501 1093 1064 0.155 12 1 Collector /Local Road 1700 40 2502 1050 1058 0.139 12 2 Collector/ Local Road 1600 15 2503 1058 1050 0.139 12 2 Collector/ Local Road 1600 15 2504 1063 1095 0.499 12 3 Collector/ Local Road 2400 30 2505 1097 1062 0.502 12 2 Collector /Local Road 1600 15 2506 1098 1162 0.079 12 3 Collector / Local Road 5100 30 2507 1099 1097 0.103 12 2 Collector / Local Road 3400 40 2508 907 1104 0.865 12 2 Collector / Local Road 1600 15 2509 1104 907 0.865 12 2 Collector /Local Road 1600 15 2510 1102 1108 0.419 12 1 Minor Arterial 1700 40 2511 1108 1102 0.419 12 1 Minor Arterial 1700 40 2512 1108 1109 1.025 12 1 Collector/ Local Road 1700 40 1700 40 12 1 Collector/ Local Road 1109 1108 1.025 2515 P2513 1109 1107 0.496 12 1 Collector/ Local Road 1700 40 214 17 10 .9 21 CletrLclRa 704 2516 1106 1113 0.402 12 1 Collector/ Local Road 1700 30 2517 1113 1106 0.402 12 1 Collector /Local Road 1700 30 2518 909 906 0.277 12 2 Collector! Local Road 1600 15 2519 1109 1110 0.18 12 1 Collector /Local Road 1700 40 Page 45 of 55 Page45o55Appendix C - Page 46 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node (Lie Lengt LanehLanesNme Withtht NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

2520 1110 1109 0.18 12 1 Collector /LocaliRoad 1700 40 2521 1108 1111 0.259 12 1 Minor Arterial 1700 40 2522 1111 1108 0.259 12 1 Minor Arterial 1700 40 2523 1107 1115 0.293 12 1 Collector/ Local Road 1700 40 2524 1115 1107 0.293 12 1 Collector/ Local Road 1700 40 2525 1110 1114 0.116 12 2 Collector/ Local Road 3400 40 2526 1114 1110 0.116 12 2 Collector /Local Road 3400 40 2527 1112 1113 0.436 12 1 Collector/ Local Road 1700 40 2528 1113 1112 0.436 12 1 Collector /Local Road 1700 40 2529 1113 1115 0.792 12 1 Collector /Local Road 1700 40 2530 1115 1113 0.792 12 1 Collector /Local Road 1700 40 2531 1103 1116 0.711 12 1 Minor Arterial 1700 40 2532 1116 1103 0.711 12 1 Minor Arterial 1700 40 2533 1111 1118 0.992 12 2 Collector/ Local Road 1600 15 2534 1118 1111 0.992 12 2 Collector/ Local Road 1600 15 2535 912 1117 0.144 12 2 Collector /Local Road 1600 15 2536 1117 1118 0.302 12 2 Collector/ Local Road 1600 15 2537 1118 1117 0.302 12 2 Collector /Local Road 1600 15 2538 925 1142 0.18 12 1 Minor Arterial 1300 45 2539 1142 925 0.18 12 1 Minor Arterial 1300 45 2540 924 1119 0.942 12 2 Minor Arterial 3400 55 2541 1118 1123 0.378 12 2 Collector /Local Road 1600 15 2542 1123 1118 0.378 12 2 Collector /Local Road 1600 15 2543 1123 1160 0.54 12 2 Collector /Local Road 1600 15 2544 1160 1123 0.54 12 2 CollectorILocal Road 1600 15 2545 1115 1124 1.001 12 1 Collector /Local Road 1700 40 2546 11124 1115 1.001 12 1 Collector /Local Road 1700 40 2547 1124 1125 0.508 12 1 Collector /Local Road ___1700 40 2548 1125 1124 0.508 12 1 Collector /Local Road ___1700 40 2549 1125 1129 0.808 12 1 Minor Arterial ___1700 40 2550 1129 1125 0.808 12 1 Minor Arterial 1700 40 2551 1072 1074 0.415 12 1 Major Arterial ___1700 45 2552 1074 1072 0.415 12 1 Major Arterial ___1700 45 2553 995 951 0.543 12 2 Freeway 4100 65 2554 922 926 0.189 12 1 Minor Arterial 1700 45 2555 926 922 0.189 12 1 Minor Arterial 1700 45 2556 979 994 0.564 12 2 Freeway 4100 65 2557 1059 1150 0.132 12 4 Major Arterial 5400 30 2558 923 927 0.125 12 1 Major Arterial 1700 45 2559 1116 1075 0.266 12 2 Minor Arterial 3400 40 2560 1075 1078 0.266 12 2 Minor Arterial 3400 40 2561 1043 1040 0.845 12 2 MajorArterial 3100 45 2562 1065 1164 0.298 12 2 MajorArterial 3100 45 2563 962 1137 0.329 12 2 Major Arterial 3100 45 2564 1137 945 0.342 12 2 Major Arterial 3100 45 2565 1124 1126 0.506 12 1 Collector/ Local Road 1700 40 2566 1126 1124 0.506 12 1 Collector/ Local Road 1700 40 2567 1101 1106 0.324 12 1_ Collector/ Local Road ___1700 30 2568 1106 1101 0.324 12 1 Collector/ Local Road 1700 30 2569 1139 1173 0.232 12 2 Collector /Local Road 3400 40 2570 1173 1139 0.232 12 2 Collector/ Local Road 3400 40 2571 985 1140 2.094 12 1 Major Arterial 1300 55 2572 1140 985 2.094 12 1 Major Arterial 1300 55 2573 1010 1364 1.342 12 1 Major Arterial 1300 55 2-5-74 1 1364 1010 1.342 12 1 Major Arterial 1300 55 2575 1 817 1007 2.482 12 1 Major Arterial 1300 55 _

Page 46 of 55 Page46o55Appendix C - Page 47 of 64

Appendix C Quad NGS Appedix Network Qua Data Table NGSRoadway Lik#

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

Link#

UNod D-ode (mi) Width (ft) Lanes Satattio FlowFFS mph 2576 1007 817 2.482 12 1 Major Arterial 1300 55 2577 1012 1014 1.596 12 1 Major Arterial 1300 55 2578 1014 1012 1.596 12 1 Major Arterial 1300 55 2579 1014 1020 2.673 12 1 Major Arterial 1300 55 2580 1020 1014 2.673 12 1 Major Arterial 1300 55 2581 1141 1167 0.236 12 1 Principal Arterial 1700 40 2582 1167 1141 0.236 12 1 Principal Arterial 1700 40 2583 1001 1005 0.804 12 1 Principal Arterial 1600 55 2584 1005 1001 0.804 12 1 Principal Arterial 1600 55 2585 993 997 0.304 12 1 Minor Arterial 1700 35 2586 997 993 0.304 12 1 Minor Arterial 1700 35 2587 990 991 0.524 12 1 Minor Arterial 1700 45 2588 991 990 0.524 12 1 Minor Arterial 1700 45 2589 988 1135 1.933 12 1 Major Arterial 1300 55 2590 1135 988 1.933 12 1 Major Arterial 1300 55 2591 824 1023 0.671 12 1 Major Arterial 1300 40 2592 1023 824 0.671 12 1 Major Arterial 1300 40 2593 1024 1351 2.538 12 1 Major Arterial 1300 55 2594 1351 1024 2.538 12 1 Major Arterial 1300 55 2595 1031 1143 1.211 12 1 Major Arterial 1300 55 2596 1143 1031 1.211 12 1 Major Arterial 1300 55 2597 1027 1143 0.758 12 1 Major Arterial 1300 55 2598 1143 1027 0.758 12 1 Major Arterial 1300 55 2599 1144 1172 0.082 12 2 Principal Arterial 3700 55 2600 1172 1144 0.082 12 2 Principal Arterial 3700 55 2601 971 1132 0.604 12 1 Major Arterial 1700 55 2602 892 970 0.615 12 1 Major Arterial 1700 55 2603 1085 1146 0.257 12 1 Minor Arterial 1700 40 2604 1146 1085 0.257 12 1 Minor Arterial 1700 40 2605 1034 1036 0.589 12 1 Major Arterial 1700 40 2606 1036 1034 0.589 12 1 Major Arterial 1700 40 2607 1081 1137 0.545 12 1 Major Arterial 1700 45 2608 1137 1081 0.545 12 1 Major Arterial 1700 45 2609 886 1043 0.485 12 2 Major Arterial 3100 45 2610 1111 1127 1.129 12 1 Minor Arterial 1700 40 2611 1127 1111 1.129 12 1 Minor Arterial 1700 40 2612 1059 1060 0.41 12 3 Major Arterial 4650 40 2613 1060 1059 0.41 12 3 Major Arterial 4650 40 2614 917 1151 1.243 12 2 Freeway 4100 65 2615 929 919 0.988 12 2 Freeway 4100 65 2616 940 936 0.602 12 2 Freeway 4100 60 2617 939 1153 0.597 12 2 Freeway 4100 60 2618 977 1149 2.46 12 2 Major Arterial 3600 55 2619 927 976 2.863 12 2 Major Arterial 3600 55 2620 1152 1221 0.601 12 1 Major Arterial 1300 45 2621 1221 1152 0.601 12 1 Major Arterial 1300 45 2622 1157 1156 0.94 12 2 Minor Arterial 3400 55 2623 1159 1158 0.273 12 2 Minor Arterial 3400 40 2624 916 1116 1.475 12 2 Minor Arterial 3400 40 2625 906 908 0.386 12 2 Collector I Local Road 1600 15 2626 910 768 1.829 12 2 Freeway 4100 65 2627 1130 1161 0.188 12 1 Ramp 1500 35 2628 1161 949 0.112 12 2 Minor Arterial 3400 40 2629 888 1064 0.113 12 2 Major Arterial 3100 45 2630 1064 888 0.113 12 2 Major Arterial 3100 1 45 2631 1063 1065 0.432 12 2 Major Arterial 3100 1 45 Page 47 of 55 o55Appendix Page47 C - Page 48 of 64

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

(mi) Width (ft) Lanes Rate (vehlhr) _____

2632 1061 1063 0.228 12 2 Major Arterial 3100 45 2633 1053 1054 0.356 12 4 Major Arterial 5400 30 2634 1058 1105 0.389 12 2 Collector/ Local Road 1600 15 2635 1105 1163 0.317 12 2 Collector /Local Road 1600 15 2636 313 891 0.729 12 2 Principal Arterial 3350 45 2637 891 313 0.729 12 2 Principal Arterial 3350 45 2638 935 932 0.235 12 3 Major Arterial 4650 45 2639 999 1000 3.402 12 1 Principal Arterial 1600 55 2640 1000 999 3.402 12 1 Principal Arterial 1600 55 2641 1015 1168 0.604 12 1 Major Arterial 1300 55 2642 1168 1015 0.604 12 1 Major Arterial 1300 55 2643 1004 1017 0.519 12 1 Principal Arterial 1700 30 2644 1017 1004 0.519 12 1 Principal Arterial 1700 30 2645 1015 1018 1.651 12 1 Major Arterial 1300 55 2646 1018 1015 1.651 12 1 Major Arterial 1300 55 2647 969 1030 0.743 12 1 Minor Arterial 1300 45 2648 1030 969 0.743 12 1 Minor Arterial 1300 45 2649 1004 1166 0.187 12 1 Principal Arterial 1700 30 2650 1166 1004 0.187 12 1 Principal Arterial 1700 30 2651 883 952 5.904 12 2 Freeway 4100 65 2652 992 881 2.838 12 2 Freeway 4100 65 2653 1144 838 0.335 12 2 Principal Arterial 3700 55 2654 1170 1183 0.495 12 1 Principal Arterial 1600 55 2655 1183 1170 0.495 12 1 Principal Arterial 1600 55 2656 1056 1109 0.509 12 1 Collector /Local Road 1700 40 2657 1109 1056 0.509 12 1 Collector / Local Road 1700 40 2658 1127 1139 0.172 12 1 Collector/ Local Road 1700 40 2659 1139 1127 0.172 12 1 Collector/ Local Road 1700 40 2660 1133 1174 0.409 12 3 Major Arterial 4650 45 2661 1173 1073 0.689 12 1 Major Arterial 1700 45 2662 1176 1178 0.444 12 2 Collector/ Local Road 1600 15 2663 1134 1177 0.446 12 2 Collector/ Local Road 1600 15 2664 986 987 3.338 12 1 Major Arterial 1300 55 2665 987 986 3.338 12 1 Major Arterial 1300 55 2666 921 989 0.529 12 1 Major Arterial 1300 50 2667 989 921 0.529 12 1 Major Arterial 1300 50 2668 993 1142 0.483 12 1 -Minor Arterial 1700 45 2669 1142 993 0.483 12 1 Minor Arterial 1700 45 2670 997 998 0.88 12 1 Major Arterial 1700 35 2671 998 997 0.388 12 1 Major Arterial 1700 35 2672 987 989 3.354 12 1 Major Arterial 1300 55 2673 989 987 3.354 12 1 M~ajor Arterial 1300 55 2674 954 1031 1.287 12 1 -Major Arterial 1300 55 2675 1031 954 1.287 12 1 Major Arterial 1300 55 2676 1198 1087 0.941 12 2 Major Arterial 3600 55 2677 1086 884 0.942 12 2 Major Arterial 3600 55 2678 1072 1128 1.161 12 1 Minor Arterial 1700 40 2679 1128 1072 1.161 12 1 Minor Arterial 1700 40 2680 1074 1184 0.425 12 1 Major Arterial 1700 45 2681 1184 1074 0.425 12 1 Major Arterial 1700 45 2682 1074 1124 0.955 12 1 Minor Arterial 1700 40 2683 1124 1074 0.955 12 1 Minor Arterial 1700 40 2684 1071 1072 0.965 12 1 Major Arterial 1700 45 2685 1072 1071 0.965 12 1 Major Arterial 1700 45 2686 1138 1185 0.271 12 1 Minor Arterial 1700 30 2687 1185 1138 0.271 12 1 Minor Arterial 1700 30 Page 48 of 55 o55Appendix Page48 C - Page 49 of 64

Appendix C Quad NGS Appedix Network Qua NGSRoadway Data Table Link # U-Node D-Node (mie (Lent Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (veh/hr) ____

2688 1126 1128 0.251 12 1 Minor Arterial 1700 40 2689 1128 1126 0.251 12 1 Minor Arterial 1700 40 2690 1067 1128 0.565 12 1 Minor Arterial 1700 40 2691 1128 1067 0.565 12 1 Minor Arterial 1700 40 2692 1060 1107 0.703 12 1 Collector/ Local Road 1700 40 2693 1107 1060 0.703 12 1 Collector/ Local Road 1700 40 2694 1114 1125 0.999 12 1 Collector /Local Road 1700 40 2695 1125 1114 0.999 12 1 Collector/ Local Road 1700 40 2696 1187 918 0.152 12 2 Minor Arterial 3400 40 2697 1117 1187 0.144 12 2 Collector/ LocaliRoad 1600 15 2698 1021 1022 1.735 12 1 Major Arterial 1300 30 2699 1022 1021 1.735 12 1 Major Arterial 1300 30 2700 1009 1016 4.259 12 1 Minor Arterial 1300 55 2701 1016 1009 4.259 12 1 Minor Arterial 1300 55 2702 1005 1188 2.308 12 1 Principal Arterial 1600 55 2703 1188 1005 2.308 12 1 Principal Arterial 1600 55 2704 1021 1026 1.501 12 1 Major Arterial 1300 55 2705 1026 1021 1.501 12 1 Major Arterial 1300 55 2706 858 1135 5.082 12 1 Principal Arterial 1600 55 2707 1135 858 5.082 12 1 Principal Arterial 1600 55 2708 1043 1103 0.977 12 1 Minor Arterial 1700 40 2709 1103 1043 0.977 12 1 Minor Arterial 1700 40 2710 1090 1191 1.355 12 1 Major Arterial 1300 55 2711 1191 1090 1.355 12 1 Major Arterial 1300 55 2712 1033 1191 0.589 12 1 Major Arterial 1700 55 2713 1191 1033 0.589 12 1 Major Arterial 1700 5 2714 1037 1147 0.588 12 1 Major Arterial 1700 30___

2715 1147 1037 0.588 12 1 Major Arterial 1700 30___

2716 1077 1104 0.566 12 1 Collector /Local Road 1700 4 2717 1104 1077 0.566 12 1 Collector/ Local Road 1700 40___

2718 885 1037 1.097 12 1 Major Arterial 1700 3 2719 1037 885 1.097 12 1 Major Arterial 1700 3 2720 1081 1157 0.879 12 1 Major Arterial 1700 45 2721 1157 1081 0.879 12 1 Major Arterial 1700 45 2722 1181 1049 0.849 12 2 Major Arterial 2700 30 2723 1092 1104 0.779 12 1 Minor Arterial 1700 40 2724 1104 1092 0.779 12 1_ Minor Arterial 1700 40 2725 1058 1182 1.135 12 2 Major Arterial 3100 45 2726 1103 1146 1.617 12 1 Collector /Local Road 1700 40 2727 1146 1103 1.617 12 1 Collector /Local Road 1700 40 2728 1113 1121 0.561 12 1 Collector/ Local Road 1700 30 2729 1121 1113 0.561 12 1 Collector/ Local Road 1700 30 2730 1075 1076 0.963 12 2 Minor Arterial 3400 40 2731 1076 1075 0.963 12 2 Minor Arterial 3400 40 2732 1068 1192 0.09 12 1 Major Arterial 1700 45 2733 1194 1070 0.133 12 1 Major Arterial 1700 45 2734 1078 1120 0.441 12 1 Minor Arterial ___1700 40 2735 1120 1078 0.441 12 1 Minor Arterial 1700 40 2736 1103 1104 1.741 12 2 Collector/ Local Road 3400 40 2737 1104 1103 1.741 12 2 Collector / Local Road 3400 40 2738 914 1084 0.425 12 2 Minor Arterial 3400 40 2739 1084 915 0.382 12 2 Minor Arterial 3400 40 2740 1155 914 1.187 12 2 Minor Arterial 3400 40 2741 1158 923 1.049 12 2 Minor Arterial 3400 40 2742 1119 998 1.13 12 2 Major Arterial 3600 55 2743 998 1157 1.132 12 2 Major Arterial 3600 55 Page 49 of 55 Page49o55Appendix C - Page 50 of 64

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

_____ ______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) _____

2744 1156 982 1.292 12 1 Major Arterial 1700 45 2745 984 1155 1.293 12 1 Major Arterial 1700 45 2746 1131 913 2.284 12 2 Collector/ LocaliRoad 1600 15 2747 918 1175 1.585 12 2 Collector/ Local Road 1600 15 2748 975 1120 0.763 12 1 Collector / Local Road 1700 40 2749 1120 975 0.763 12 1 Collector / Local Road 1700 40 2750 823 1013 2.449 12 1 Minor Arterial 1300 55 2751 1013 823 2.449 12 1 Minor Arterial 1300 55 2752 1073 1195 0.686 12 1 Major Arterial 1700 45 2753 822 1018 2.736 12 1 Major Arterial 1300 55 2754 1018 822 2.736 12 1 Major Arterial 1300 55 2755 884 874 0.909 12 2 Major Arterial 3600 .65 2756 1200 1201 0.857 12 2 Freeway 4100 65 2757 1203 1202 2.085 12 2 Freeway 4100 65 2758 1204 1321 0.735 12 2 Freeway 4100 65 2759 1215 1226 0.138 12 1 Major Arterial 1300 55 2760 1199 1220 0.419 12 1 Ramp 1500 35 2761 1222 1224 0.128 12 1 Minor Arterial 1300 35 2762 1224 1222 0.128 12 1 Minor Arterial 1300 35 2763 1220 1225 0.176 12 1 Major Arterial 1300 45 2764 1229 1311 0.152 12 1 Major Arterial 1300 35 2765 1311 1229 0.152 1 12 1 Major Arterial 1300 35 2766 1230 1311 0.487 12 1 Major Arterial 1700 30 2767 1311 1230 0.487 12 1 Major Arterial 1700 30 2768 1223 1230 0.285 12 1 Major Arterial 1700 30 2769 1230 1223 0.285 12 1 Major Arterial 1700 30 2770 1229 1233 0.129 12 1 Major Arterial 1700 35 2771 1233 1229 0.129 12 1 Major Arterial 1700 35 2772 1235 1332 0.065 12 1 Minor Arterial 1300 55 2773 1332 1235 0.065 12 1 Minor Arterial 1300 55 2774 1206 1309 1.312 12 1 Minor Arterial 1300 55 2775 1309 1206 1.312 12 1 Minor Arterial 1300 55 2776 1236 1237 0.621 12 1 Major Arterial 1300 55 2777 1237 1236 0.621 12 1 Major Arterial 1300 55 2778 1271 1310 2.483 12 1 Major Arterial 1300 55 2779 1310 1271 2.483 12 1 Major Arterial 1300 55 2780 1206 1243 1.996 12 1 Major Arterial 1300 55 2781 1243 1206 1.996 12 1 Major Arterial 1300 55 2782 1205 1335 1.86 12 1 Major Arterial 1300 45 2783 1335 1205 1.86 12 1 Major Arterial 1300 45 2784 1205 1244 4.577 12 1 Major Arterial 1300 55 2785 1244 1205 4.577 12 1 Major Arterial 1300 55 2786 1247 1248 0.406 12 1 Principal Arterial 1700 30 2787 1248 1247 0.406 12 1 Principal Arterial 1700 30 2788 1248 1314 0.478 12 1 Principal Arterial 1600 30 2789 1314 1248 0.478 12 1 Principal Arterial 1600 30 2790 1248 1250 0.5 12 1 Principal Arterial 1700 40 2791 1250 1248 0.5 12 1 Principal Arterial 1700 40 2792 1250 1251 0.302 12 1 Principal Arterial 1700 40 2793 1251 1250 0.302 12 1 Principal Arterial 1700 40 2794 1284 1304 0.787 12 1 Principal Arterial 1700 55 2795 1304 1284 0.787 12 1 Principal Arterial 1700 55 2796 1253 1302 1.272 12 1 Principal Arterial 1600 55 2797 1302 1253 1.272 12 1 Principal Arterial 1600 55 2798 1208 1227 3.072 12 1 Major Arterial 1300 45 2799 11227 1208 .3.072 12 1 Major Arterial 1300 45 Page 50 of 55 Page50 o 55Appendix C - Page 51 of 64

Appendix C Quad NGS Appedix Network QuaNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)

______ ______ (ml) Width (ft) Lanes Rate________

2800 1256 1258 0.4 12 1 Major Arterial 1300 30 2801 1258 1256 0.4 12 1 Major Arterial 1300 30 2802 1256 1265 0.212 12 1 Major Arterial 1300 30 2803 1265 1256 0.212 12 1 Major Arterial 1300 30 2804 1214 1259 1.943 12 1 Minor Arterial 1300 55 2805 1259 1214 1.943 12 1 Minor Arterial 1300 55 2806 1281 1294 3.785 12 1 Minor Arterial 1300 55 2807 1294 1281 3.785 12 1 Minor Arterial 1300 55 2808 1260 1262 0.276 12 1 Minor Arterial 1300 35 2809 1262 1260 0.276 12 1 Minor Arterial 1300 35 2810 1222 1263 0.17 12 1 Minor Arterial 1300 35 2811 1263 1222 0.17 12 1 Minor Arterial 1300 35 2812 1222 1315 0.4 12 1 Minor Arterial 1300 35 2813 1315 1222 0.4 12 1 Minor Arterial 1300 35 2814 1224 1264 0.162 12 1 Major Arterial 1300 30 2815 1264 1224 0.162 12 1 Major Arterial 1300 30 2816 963 1266 3.041 12 1 Minor Arterial 1300 55 2817 1266 963 3.041 12 1 Minor Arterial 1300 55 2818 1268 1324 3.467 12 1 Major Arterial 1300 55 2819 1324 1268 3.467 12 1 Major Arterial 1300 55 2820 1208 1368 1.823 12 1 Major Arterial 1300 55 2821 1368 1208 1.823 12 1 Major Arterial 1300 55 2822 1269 1270 1.906 12 1 Major Arterial 1300 55 2823 1270 1269 1.906 12 1 Major Arterial 1300 55 2824 1278 1310 0.361 12 1 Major Arterial 1300 30 2825 1310 1278 0.361 12 1 Major Arterial 1300 30 2826 1276 1277 0.329 12 1 Principal Arterial 1600 35 2827 1277 1276 0.329 12 1 Principal Arterial 1600 35 2828 1245 1337 0.487 12 1 Principal Arterial 1700 45 2829 1337 1245 0.487 12 1 Principal Arterial 1700 45 2830 1266 1315 1.434 12 1 Minor Arterial 1300 55 2831 1315 1266 1.434 12 1 Minor Arterial 1300 55 2832 1263 1267 0.423 12 1 Major Arterial 1300 30 2833 1267 1263 0.423 12 1_ Major Arterial 1300 30 2834 1281 1295 0.701 12 1 Minor Arterial 1300 55 2835 1295 1281 0.701 12 1 Minor Arterial 1300 55 2836 1227 1282 0.149 12 1 Principal Arterial 1600 45 2837 1282 1227 0.149 12 1_ Principal Arterial 1600 45 2838 1247 1283 0.357 10 1 ___Collector / Local Road 800 30 2839 1283 1247 0.357 10 1 Collector / Local Road 800 30 2840 1228 1301 0.46 12 1 Principal Arterial 1700 30 2841 1301 1228 0.46 12 1 Principal Arterial 1700 30 2842 1288 1383 1.928 12 1 Collector/ Local Road 800 50 2843 1383 1288 1.928 12 1 Collector/ Local Road 800 50 2844 1291 1301 .0.546 10 1 Collector/ Local Road 800 30 2845 1301 1291 0.546 10 1 Collector/ Local Road 800 30 2846 1290 1291 0.132 10 1 Collector /Local Road 800 30 2847 1291 1290 0.132 10 1 Collector /Local Road 800 30 2848 1289 1292 0.933 10 1 Collector /Local Road 800 30 2849 1292 1289 0.933 10 1 Collector/ Local Road 800 30 2850 1254 1277 0.141 12 1 Principal Arterial 1600 35 2851 1277 1254 0.141 12 1 Principal Arterial 1600 35 2852 1277 1278 0.21 12 1 Collector/ Local Road 1300 30 2853 1278 1277 0.21 12 1 Collector/ Local Road 1300 30 2854 1239 1270 3.198 12 1 Major Arterial 1300 55 2855 1270 1239 13.198 12 1 Major Arterial 1300 55 Page 51 of 55 Page51 o55Appendix C - Page 52 of 64

Appendix C Quad NGS Qua Appedix Network Data Table NGSRoadway Lik UNd -oe Length Lane Number of Roadway Type Ratraeio Fleohr ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF5 mph 2856 1264 1296 0.056 12 1 Collector / Local Road 1300 40 2857 1296 1264 0.056 12 1 Collector/I Local Road 1300 40 2858 1297 1312 1.05 12 1 Major Arterial 1300 45 2859 1312 1297 1.05 12 1 Major Arterial 1300 45 2860 1297 1298 1.362 12 1 Collector/ Local Road 800 45 2861 1298 1297 1.362 12 1 Collector/ Local Road 800 45 2862 1248 1249 0.497 12 1 Principal Arterial 1700 40 2863 1249 1248 0.497 12 1 Principal Arterial 1700 40 2864 1244 1329 0.538 12 1 Major Arterial 1300 45 2865 1329 1244 0.538 12 1 Major Arterial 1300 45 2866 139 1328 1.581 12 1 Major Arterial 1300 45 2867 1328 139 1.581 12 1 Major Arterial 1300 45 2868 1275 1293 0.203 12 1 Principal Arterial 1600 50 2869 1293 1275 0.203 12 1 Principal Arterial 1600 50 2870 1276 1293 0.2 12 1 Principal Arterial 1600 45 2871 1293 1276 0.2 12 1 Principal Arterial 1600 45 2872 1254 1274 0.919 12 1 Principal Arterial 1600 30 2873 1274 1254 0.919 12 1 Principal Arterial 1600 30 2874 1314 1333 1.699 12 1 Principal Arterial 1600 55 2875 1333 1314 1.699 12 1 Principal Arterial 1600 55 2876 1233 1286 0.105 12 1 Major Arterial 1700 35 2877 1286 1233 0.105 12 1 Major Arterial 1700 35 2878 1233 1307 0.222 12 1 Minor Arterial 1700 40 2879 1307 1233 0.222 12 1 Minor Arterial 1700 40 2880 1237 1238 0.196 12 1 Major Arterial 1300 45 2881 1238 1237 0.196 12 1 Major Arterial 1300 45 2882 1236 1299 2.028 12 1 Major Arterial 1300 55 2883 1299 1236 2.028 12 1 Major Arterial 1300 55 2884 1208 1234 1.64 12 1 Major Arterial 1300 55 2885 1234 1208 1.64 12 1 Major Arterial 1300 55 2886 1260 1295 0.166 12 1 Minor Arterial 1300 45 2887 1295 1260 0.166 12 1 Minor Arterial 1300 45 2888 1252 1284 0.072 12 1 Principal Arterial 1700 40 2889 1284 1252 0.072 12 1 Principal Arterial 1700 40 2890 1225 1280 1.713 12 1 Major Arterial 1300 55 2891 1280 1225 1.713 12 1 Major Arterial 1300 55 2892 1255 1312 1.404 12 1 Major Arterial 1300 45 2893 1312 1255 1.404 12 1 Major Arterial 1300 45 2894 1214 1323 0.756 12 1 Principal Arterial 1600 55 2895 1323 1214 0.756 12 1 Principal Arterial 1600 55 2896 1245 1246 0.338 12 1 Principal Arterial 1700 45 2897 1246 1245 0.338 12 1 Principal Arterial 1700 45 2898 1287 1316 2.037 12 1 Minor Arterial 1300 55 2899 1316 1287 2.037 12 1 Minor Arterial 1300 55 2900 988 1189 2.57 12 1 Major Arterial 1300 55 2901 1189 988 2.57 12 1 Major Arterial 1300 55 2902 828 1199 12.449 12 2 Freeway 4100 65 2903 1201 836 8.811 12 2 Freeway 4100 65 2904 1207 1234 5.728 12 1 Major Arterial 1300 55 2905 1234 1207 5.728 12 1 Major Arterial 1300 55 2906 1269 1368 4.378 12 1 Major Arterial 1300 55 2907 1368 1269 4.378 12 1 Major Arterial 1300 55 _

2908 1219 1213 7.09 12 2 Freeway 4100 65 2909 1202 1200 7.736 12 2 Freeway 4100 65 2910 1199 1219 0.9014 12 2 Freeway 4100 65 2911 985 1255 2.837 12 1 Major Arterial 1300 55 Page 52 of 55 Page52 o55Appendix C - Page 53 of 64

Appendix C Quad NGS Appedix NetworkQua Data Table NGSRoadway Lik#

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

Link#

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

2912 1255 985 2.837 12 1 Major Arterial 1300 55 2913 1221 1325 5.812 12 1 Major Arterial 1300 55 2914 1325 1221 5.812 12 1 Major Arterial 1300 55 2915 818 1274 0.662 12 1 Principal Arterial 1600 50 2916 1274 818 0.662 12 1 Principal Arterial 1600 50 2917 1246 1247 0.171 12 1 Principal Arterial 1700 45 2918 1247 1246 0.171 12 1 Principal Arterial 1700 45 2919 1285 1303 1.824 12 1 Principal Arterial 1600 55 2920 1303 1285 1.824 12 1 Principal Arterial 1600 55 2921 1279 1285 0.93 12 1 Principal Arterial 1600 55 2922 1285 1279 0.93 12 1 Principal Arterial 1600 55 2923 1279 1320 0.523 12 1 Principal Arterial 1600 55 2924 1320 1279 0.523 12 1 Principal Arterial 1600 55 2925 1240 1299 3.779 12 1 Major Arterial 1300- 45 2926 1299 1240 3.779 12 1 Major Arterial 1300 45 2927 1275 1318 0.597 12 1 Principal Arterial 1600 55 2928 1318 1275 0.597 12 1 Principal Arterial 1600 55 2929 1231 1334 7.051 12 1 Major Arterial 1300 55 2930 1334 1231 7.051 12 1 Major Arterial 1300 55 2931 1243 1335 0.814 12 1 Major Arterial 1300 55 2932 1335 1243 0.814 12 1 Major Arterial 1300 55 2933 1242 1308 2.27 12 1 Minor Arterial 1300 55 2934 1308 1242 2.27 12 1 Minor Arterial 1300 55 2935 1288 1316 0.729 12 1 Collector / Local Road 800 55 2936 1316 1288 0.729 12 1 Collector I Local Road 800 55 2937 1241 1316 1.627 12 1 Minor Arterial 1300 55 2938 1316 1241 1.627 12 1 Minor Arterial 1300 55 2939 1223 1228 0.196 12 1 Principal Arterial 1700 30 2940 1228 1223 0.196 12 1 Principal Arterial 1700 30 2941 1227 1317 4.955 12 1 Principal Arterial 1600 55 2942 1317 1227 4.955 12 1 Principal Arterial 1600 55 2943 1257 1297 2.026 12 1 Major Arterial 1300 55 2944 1297 1257 2.026 12 1 Major Arterial 1300 55 2945 1283 1302 1.803 12 1 Collector / Local Road 800 45 2946 1302 1283 1.803 12 1 Collector /Local Road 800 45 2947 1224 1280 0.333 12 1 Major Arterial 1300 30 2948 1280 1224 0.333 12 1 Major Arterial 1300 30 2949 11298 1342 5.294 10 1 Collector /Local Road 800 15 2950 1342 1298 5.294 10 1 Collector! Local Road 800 15 2951 987 1345 3.862 10 1 Collector! Local Road 800 15 2952 1345 987 3.862 10 1 Collector!/ Local Road 800 15 2953 1081 1347 4.06 10 1 Collector/ Local Road 800 15 2954 1347 1081 4.06 10 1 Collector! Local Road 800 15 2955 1029 1350 3.596 10 1 Collector! Local Road 800 15 2956 1350 1029 3.596 10 1 Collector! Local Road 800 15 2957 1018 1355 2.364 10 1 Collector /Local Road 800 15 2958 1355 1018 2.364 10 1 Collector /Local Road 800 15 2959 1016 1356 2.172 10 1 Collector /Local Road 800 15 2960 1356 1016 2.172 10 1 Collector /Local Road 800 15 2961 1006 1363 1.599 10 1 Collector!/ Local Road 800 15 2962 1363 1006 1.599 10 1 Collector/ Local Road 800 15 2963 1208 1369 7.074 10 1 Collector! Local Road 800 15 2964 1369 1208 7.074 10 1 Collector! Local Road 800 15 2965 1252 1384 1.665 10 1 Collector! Local Road 800 15 2966 1384 1252 1.665 10 1 Collector!/ Local Road 800 15 2967 547 1393 3.772 10 1 1 Collector / Local Road 800 15 Page 53 of 55 Page53o55Appendix C - Page 54 of 64

Appendix C Quad NGS Appedix Network Qua Data Table NGSRoadway Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Fvelow ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 2968 1393 547 3.772 10 1 Collector / Local Road 800 15 2969 612 1402 4.087 10 1 Collector!/ Local Road 800 15 2970 1402 612 4.087 10 1 Collector /Local Road 800 15 2971 519 1405 2.211 10 1 Collector /Local Road 800 15 2972 1405 519 2.211 10 1 Collector /Local Road 800 15 2973 631 1418 1.622 10 1 Collector /Local Road 800 15 2974 1418 631 1.622 10 1 Collector /Local Road 800 15 2975 1 792 1442 3.011 10 1 Collector / Local Road 800 15 2976 1442 792 3.011 10 1 Collector / Local Road 800 15 2977 423 1444 2.109 10 1 Collector! Local Road 800 15 2978 1444 423 2.109 10 1 Collector/ Local Road 800 15 2979 564 1460 0.2 12 2 Principal Arterial 2500 45 2980 1460 564 0.2 12 2 Principal Arterial 2500 45 2981 341 1460 0.605 12 2 Principal Arterial 2500 45 2982 1460 341 0.605 12 2 Principal Arterial 2500 45 2983 453 1460 0.468 12 1 Principal Arterial 2500 45 2984 1460 453 0.468 12 1 Principal Arterial 2500 45 2985 606 1400 0.3 10 1 Collector / Local Road 800 15 2986 1400 606 0.3 10 1 Collector / Local Road 800 15 2987 618 1455 1.852 10 1 Collector /Local Road 800 15 2988 1455 618 1.852 10 1 Collector /Local Road 800 15 2989 584 593 1.719 12 2 Collector /Local Road 1600 30 2990 593 584 1.719 12 2 Collector /Local Road 1600 30 2991 593 609 1.056 12 2 Collector /Local Road 1600 30 2992 609 593 1.056 12 2 Collector /Local Road 1600 30 2993 463 464 0.158 12 2 Minor Arterial 3400 30 2994 464 463 0.158 12 2 Minor Arterial 3400 30 2995 464 465 0.266 12 2 Minor Arterial 3400 30 2996 465 464 0.266 12 2 Minor Arterial 3400 30 2997 710 780 1.009 12 1 Minor Arterial 1300 55 2998 780 710 1.009 12 1 Minor Arterial 1300 55 2999 138 780 2.228 12 1 Minor Arterial 1300 55 3000 780 138 2.228 12 1 Minor Arterial 1300 55 3001 711 779 6.203 12 1 Minor Arterial 1300 45 3002 779 711 6.203 12 1 Minor Arterial 1300 45 3003 710 712 0.816 12 1 Minor Arterial 1300 45 3004 712 710 0.816 12 1 Minor Arterial 1300 45 3005 712 779 0.171 12 1 Minor Arterial 1300 45 3006 779 712 0.171 12 1 Minor Arterial 1300 45 3007 615 616 0.088 10 1 Collector/ Local Road 800 30 3008 616 615 0.088 10 1 Collector/ Local Road 800 30 3009 616 622 0.903 10 1 Collector!/ Local Road 800 30 3010 622 616 0.903 10 1 Collector /Local Road 800 30 3011 560 781 0.967 12 1 Major Arterial 1700 45 3012 781 560 0.967 12 1 Major Arterial 1700 45 3013 452 781 2.209 12 1 Major Arterial 1700 45 3014 781 452 2.209 12 1 Major Arterial 1700 45 3015 774 542 0.244 12 2 Principal Arterial 3350 45 3016 157 774 0.386 12 2 Principal Arterial 3350 45 3017 685 158 5.738 12 2 Principal Arterial 3700 65 3018 540 685 5.748 12 2 Principal Arterial 3700 65 3019 460 699 6.583 12 1 Major Arterial 1300 55 3020 699 460 6.583 12 1 Major Arterial 1300 55 3021 459 460 3.262 12 1 Major Arterial 1300 55 3022 460 459 =3.262 12 1 Major Arterial 1300 55 3023 450 451 10.716 12 1 Major Arterial 1300 50 Page 54 of 55 Page54 o55Appendix C - Page 55 of 64

Appendix C Quad NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Satuattion Flow FF (mph)

Link_# U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS_(mph 3024 451 450 0.716 12 1 Major Arterial 1300 50 3025 499 500 1.017 12 1 Minor Arterial 1300 55 3026 500 499 1.017 12 1 Minor Arterial 1300 55 3027 138 500 2.045 12 1 Minor Arterial 1300 55 3028 500 138 2.045 12 1 Minor Arterial 1300 55 3029 540 627 1.659 10 1 Collector/ Local Road 800 15 3030 627 540 1.659 10 1 Collector/ Local Road 800 15 3031 627 1457 0.388 10 1 Collector / Local Road 800 15 3032 1457 627 0.388 10 1 Collector / Local Road 800 15 3033 459 1397 0.442 10 1 Collector/ Local Road 800 15 3034 1397 459 0.442 10 1 Collector/ Local Road 800 15 3035 1459 1461 0.237 10 1 Collector/ Local Road 800 15 3036 1461 1459 0.237 10 1 Collector/Local Road 800 15 3037 342 1461 0.279 10 1 Collector / Local Road 800 15 3038 1461 342 0.279 10 1 Collector / Local Road 800 15 3039 494 1462 0.177 12 2 Principal Arterial 2800 30 3040 1462 494 0.177 12 1 Major Arterial 2800 30 3041 341 1462 0.189 12 2 Major Arterial 2800 30 3042 1462 341 0.189 12 2 Principal Arterial 2800 30 3043 341 342 0.347 12 1 Principal Arterial 1700 45 3044 342 341 0.347 12 1 Principal Arterial 1700 45 Page 55 of 55 Appendix C - Page 56 of 64

Appendix C Quad Cities NGS Node Data Table Note: Coordinatesin NAD83 State Plane Illinois West Node # X-Coord Y-Coord Control Type 136 2250721.8 1922762.6 Two-way stop 138 2281053.4 1896408.9 Signalized - Actuated 141 2187507.7 1879291.4 Diverge - Uncontrolled 142 2186833.9 1881528.1 Two-way yield 143 2186954.3 1879294.1 Two-way yield 144 2186815 1879382.7 Diverge - Uncontrolled 145 2186669.7 1879301.8 Diverge - Uncontrolled 146 2186853.8 1879108.8 Two-way yield 147 2186765.1 1879121 Diverge - Uncontrolled 148 2186729.6 1879406 Two-way yield 149 2185008.2 1879277.5 Two-way yield 151 2217236.9 1878059.6 Two-way yield 152 2218860.1 1878062.3 Two-way stop 153 2186992.5 1879223 Diverge - Uncontrolled 154 2187509.9 1879225.8 Two-way stop 155 2186665.3 1879215.3 Diverge - Uncontrolled 157 2273813.2 1875302.6 Diverge - Uncontrolled 159 2245281.9 1875966.9 Two-way yield 160 2245279.9 1874828.1 Two-way stop 161 2243916.1 1875438.1 Two-way yield 162 2186932.7 1877592.3 Two-way yield 163 2184754.5 1879195 Diverge - Uncontrolled 164 2246570.8 1875355.8 Two-way yield 167 2229487.6 1875376.6 Two-way stop 168 2229482.6 1875444.3 Two-way stop 169 2219093.8 1875404.9 Diverge - Uncontrolled 170 2218867.2 1875583.7 Two-way yield 171 2218873.1 1875387.6 Two-way stop 172 2218875.6 1875314.8 Two-way stop 173 2187331 1870854.3 Two-way yield 174 2188862 1873089.6 Diverge - Uncontrolled 175 2187371.8 1874378.6 Two-way yield 176 2187436.4 1872820.1 Diverge - Uncontrolled 177 2188858.9 1873039.3 Two-way yield 178 2193353.2 1872647.3 Two-way yield 180 2196411.6 1872526.6 Diverge - Uncontrolled 181 2195048.4 1872081.4 Two-way stop 182 2196466.9 1872451.1 Two-way yield 183 2193389.6 1872552.8 Diverge - Uncontrolled 185 2274311.6 1868954.6 Diverge - Uncontrolled 187 2273467.5 1868736.1 Diverge - Uncontrolled 188 2187438.2 1871380.9 Diverge - Uncontrolled Page 1 of 8 Appendix C - Page 57 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 189 2245668.8 1852217.1 Two-way yield 191 2245221.2 1851767.5 Two-way yield 192 2245215.7 1851524.6 Two-way stop 193 2187750.9 1831627.6 Two-way stop 194 2187636.8 1833072 Two-way yield 195 2187192.5 1831644.5 Two-way stop 197 2187324.1 1829863.6 Two-way yield 200 2187155.8 1816962.9 Signalized - Flashing 201 2186920.4 1818813.7 Two-way yield 202 2186573 1816964.1 Two-way stop 204 2182794.9 1816972.4 Signalized - Flashing 205 2186813.3 1815195.9 Two-way yield 207 2188844.5 1801023.1 Two-way yield 208 2188934.9 1801022.8 Two-way stop 209 2188505.2 1801030.9 Two-way yield 210 2188048.3 1801034.3 Diverge - Uncontrolled 211 2187594.8 1799582.3 Two-way yield 212 2187597.9 1801041.2 Two-way stop 213 2188121 1803023.4 Diverge - Uncontrolled 214 2188028 .1800262.6 Diverge - Uncontrolled 215 2187632 1799430 Diverge - Uncontrolled 224 2240360.2 1793735.4 Diverge - Uncontrolled 257 2198840.6 1794031.1 Two-way yield 258 2196969.4 1795538.5 Diverge - Uncontrolled 259 2198944.2 1793924.9 Diverge - Uncontrolled 260 2200475.7 1795572.3 Two-way yield 261 2240638.6 1793423.8 Two-way yield 264 2241555.3 1791338.6 Diverge - Uncontrolled 266 2242215.8 1791254 Signalized - Flashing 267 2241508.8 1791382.6 Two-way yield 268 2241186.9 1790792.9 Signalized - Flashing 319 2290018.3 1883848.1 Signalized - Flashing 322 2188122.8 1801149.4 Two-way yield 323 2245267.2 1870082.3 All-way stop 328 2223879.8 1806289.3 All-way stop 330 2247633.9 1801892.1 Two-way stop 341 2291972.9 1896376.2 Signalized -Actuated 345 2188204 1803088.7 Two-way yield 363 2218660.8 1817069.6 Two-way stop 364 2182952.4 1843625 Two-way stop 366 2208160.9 1848851 Two-way stop 367 2208061.5 1822393.8 Two-way stop 368 2220672.7 1848884 Two-way stop 369 2218774.3 1848908.4 Two-way stop Page 2 of 8 Appendix C - Page 58 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 371 2223902.3 1814502.1 Two-way stop 375 2195316.5 1848822.9 Two-way stop 391 2247776.2 1828392.3 Two-way stop 399 2248973.7 1824968.5 Two-way stop 407 2244275.2 1801523.7 Two-way stop 411 2183502.2 1806357 Two-way stop 415 2194628.7 1801074.1 Two-way stop 423 2247941.9 1794833.4 Two-way stop 426 2248184.9 1795933.2 Two-way stop 427 2248938.4 1820869.3 Two-way stop 432 2195344.9 1795596 Two-way yield 434 2188743.2 1806358 Two-way stop 440 2192168.2 1831598.5 All-way stop 449 2245553.4 1927428.8 Signalized - Actuated 453 2292349.8 1893644.6 Signalized - Flashing 454 2291630.2 1891102.1 Signalized - Flashing 456 2197850.7 1893694.4 Two-way stop 457 2245381.6 1891150.7 Signalized - Actuated 464 2284422.6 1891228.9 Two-way stop 469 2290897.4 1891131.7 Signalized - Flashing 471 2182206.6 1879294.7 Diverge - Uncontrolled 472 2181841.4 1879303.7 Two-way stop 487 2275934.2 1875326.8 Signalized - Flashing 489 2292033.2 1904398.9 Two-way stop 493 2292663.9 1899136.9 Two-way stop 495 2245255.7 1864762.3 Two-way stop 499 2280666.6 1912394.7 Two-way stop 500 2280832 1907136.4 Two-way stop 502 2195016.8 1869972.9 Two-way stop 503 2229378.6 1864839.1 Two-way stop 509 2289300.9 1882124.9 Signalized - Flashing 510 2289345.8 1883419.7 Signalized - Flashing 514 2189634.9 1801019.5 Two-way stop 518 2197875.9 1906832.1 Two-way stop 524 2218970.4 1883345.4 Two-way stop 530 2290023.4 1883421.7 Signalized - Flashing 533 2213550.4 1873394.4 Two-way stop 534 2213553.1 1873307 Two-way stop 536 2274635.6 1875321.9 Signalized - Actuated 546 2256041.9 1912307.9 Two-way stop 547 2291195.4 1908057.5 Two-way stop 560 2285013.5 1896417.7 Two-way yield 571 2238778.3 1891151.6 Two-way stop 577 2290251 1888369.9 Signalized - Flashing Page 3 of 8 Appendix C - Page 59 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 592 2284460.6 1885909 Two-way stop 593 2286010.6 1885859.3 Two-way stop 608 2245302.2 1886013.2 Signalized - Actuated 616 2280117.2 1881458.9 Two-way yield 631 2226770.3 1853510.9 Two-way stop 635 2182900.1 1831673.3 Two-way stop 637 2246946.7 1814409.5 Two-way stop 638 2185829.5 1816967.7 Signalized - Flashing 639 2182932 1816205.3 Two-way stop 640 2204713.5 1801150.2 Two-way stop 685 2255951.7 1875377.2 Two-way yield 693 2245290.6 1880678.5 Two-way yield 700 2245420.4 1896459.8 Two-way yield 703 2288719.8 1912467.2 Two-way stop 713 2234631.3 1837069.9 Two-way stop 718 2243834.2 1832289.4 Two-way stop 740 2198208.1 1795633.3 Diverge - Uncontrolled 757 2187638.1 1879261.5 Diverge - Uncontrolled 774 2271771.7 1875300 Two-way yield 781 2286569.9 1896425.6 Two-way yield 792 2243948.8 1831607 Two-way stop 817 2270899.9 1856000.8 Two-way stop 819 2274480.6 1822602.3 Two-way stop 820 2277067.8 1822654.6 Two-way stop 821 2282387.7 1821855.4 Two-way stop 822 2279533.3 1801665.1 Two-way stop 823 2279441.4 1806864.7 Two-way stop 825 2289865.9 1800412.1 Two-way yield 826 2290161.7 1800723.4 Diverge - Uncontrolled 827 2289786.1 1800364.5 Two-way stop 828 2289178.4 1801175.3 Two-way yield 829 2288884.7 1799424.4 Two-way stop 830 2289804.1 1800349 Two-way stop 831 2288866.6 1799438.6 Two-way stop 832 2288815.9 1799492.2 Diverge - Uncontrolled 833 2289580.8 1798509.3 Diverge - Uncontrolled 834 2289830.7 1800315.4 Diverge - Uncontrolled 835 2289505.3 1798481 Two-way yield 836 2289071.5 1800927 Diverge - Uncontrolled 837 2243746.3 1788320.4 Two-way stop 838 2243715.6 1788369.8 Two-way stop 839 2243725.3 1788313.6 Two-way stop 840 2242437.8 1787826.8 Two-way stop 841 2242498.8 1787850.1 Two-way yield Page 4 of 8 Appendix C - Page 60 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 842 2242405.7 1787866.7 Two-way stop 843 2242412.3 1787815.7 Two-way stop 844 2243136.7 1787804.3 Diverge - Uncontrolled 845 2241102.5 1787273.3 Diverge - Uncontrolled 846 2242501.5 1787638.1 Diverge - Uncontrolled 847 2243479.9 1787147.6 Two-way yield 848 2243951.7 1786163.5 Two-way yield 849 2244346.1 1785759.4 Two-way yield 850 2243775.1 1788243.7 Diverge - Uncontrolled 853 2272821.4 1781018.7 Two-way stop 864 2248733.5 1776280.3 Two-way yield 865 2251305.7 1774025.4 Two-way yield 866 2252544.5 1774124.9 Two-way stop 867 2249021.2 1773648.9 Two-way yield 869 2252492.1 1773592.9 Diverge - Uncontrolled 871 2248644.6 1773657.3 Two-way yield 872 2247028.6 1773428.9 Two-way yield 874 2248395 1773416.2 Two-way yield 878 2248733.5 1773441.6 Two-way yield 880 2253983.7 1773128.5 Two-way yield 882 2250036.5 1773873.1 Two-way yield 883 2248644.6 1771817 Two-way yield 896 2231856.9 1763673 Two-way yield 899 2232265 1763446.8 Two-way yield 904 2232147.4 1763175.1 Two-way yield 905 2203323.2 1759816.9 Diverge - Uncontrolled 906 2203653.6 1758835.4 Diverge - Uncontrolled 908 2203503.5 1757912.1 Two-way yield 909 2204179.8 1757488.8 Diverge - Uncontrolled 913 2204604.5 1756646.8 Two-way yield 917 2204664.1 1756174 Two-way yield 918 2203997.3 1756760.4 Diverge - Uncontrolled 919 2205049.8 1755773 Diverge - Uncontrolled 928 2206732.7 1750155.3 Diverge - Uncontrolled 929 2206824 1751106 Two-way yield 930 2206566.9 1750100.5 Diverge - Uncontrolled 931 2206894.3 1750143.8 Two-way yield 932 2206825.3 1750055 Diverge - Uncontrolled 933 2207865 1750171 Two-way yield 935 2206449.3 1750016.2 Two-way yield 936 2206712.1 1749909.8 Two-way yield 937 2206648.9 1749897.6 Diverge - Uncontrolled 938 2206669.7 1750159.2 Two-way yield 939 2206580.7 1749110.2 Two-way yield Page 5 of 8 Appendix C - Page 61 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 941 2272005.5 1830591.8 Two-way stop 943 2288471.2 1799026 Diverge - Uncontrolled 944 2288812.6 1799380.6 Two-way yield 946 2248173 1790114.4 Two-way stop 950 2243802.5 1788345.4 Two-way yield 953 2252570.2 1774125.8 Two-way stop 954 2252557 1774638.6 Diverge - Uncontrolled 965 2257298.3 1830385.8 Two-way stop 967 2250409.6 1795061.7 Two-way stop 969 2251795.9 1794818.5 Two-way stop 972 2204708.4 1757464.9 Diverge - Uncontrolled 979 2249395.1 1755420.9 Two-way yield 981 2205564.8 1749999.7 Two-way yield 984 2231131.5 1761323.3 Two-way yield 992 2249502.2 1756892.7 Two-way yield 1000 2259965.5 1838415.9 Two-way stop 1004 2250505.3 1799233.5 Two-way stop 1005 2252651.3 1820847.5 Two-way stop 1006 2255773.6 1825196.1 Two-way stop 1008 2272003 1838578.8 Two-way stop 1009 2258677.2 1825111.1 Two-way stop 1010 2266768.2 1822632.7 Two-way stop 1012 2286109.7 1820331.5 Two-way stop 1013 2276987.1 1817604.6 Two-way stop 1014 2287245.8 1812256.6 Two-way stop 1015 2256471.9 1802112.1 Two-way stop 1016 2257116.4 1803298.8 Two-way stop 1017 2250562.6 1801966.1 Signalized - Flashing 1018 2265048.9 1801545.2 Two-way stop 1020 2289976.1 1801714.5 Two-way stop 1021 2291166.6 1801744.8 Two-way stop 1022 2294720.3 1801764.7 Two-way stop 1024 2285833.7 1796370.8 Two-way stop 1026 2294734 1803052.7 Two-way stop 1027 2266333.3 1781655.4 Two-way stop 1028 2255208 1786169.5 Two-way stop 1029 2255208.3 1787882 Two-way stop 1030 2253641.8 1791637.8 Two-way stop 1031 2257143.8 1778725.9 Two-way stop 1117 2203127.9 1756833.5 Diverge - Uncontrolled 1143 2262821.7 1781482.6 Two-way stop 1144 2244676.4 1788744.5 Diverge - Uncontrolled 1145 2249939.2 1773932.3 Two-way yield 1151 2206795.4 1751525.1 Diverge - Uncontrolled Page 6 of 8 Appendix C - Page 62 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 1199 2313961.3 1829127.9 Diverge - Uncontrolled 1200 2317093.9 1829276.1 Diverge - Uncontrolled 1201 2313526.5 1829248.8 Two-way yield 1202 2349243.3 1840904.6 Two-way yield 1204 2352409.9 1841789.9 Two-way yield 1205 2311537.6 1890848.5 Two-way stop 1206 2311654.5 1869940 Two-way stop 1207 2320424.7 1870174.5 Two-way stop 1208 2334747.9 1843686.9 Two-way stop 1209 2350974.2 1842109.9 Two-way stop 1210 2351001.4 1842117.3 Two-way stop 1211 2351155.9 1840709.9 Two-way stop 1212 2351120.4 1840710.2 Two-way stop 1215 2315207.6 1829748 Diverge - Uncontrolled 1216 2315192.8 1829740.4 Diverge - Uncontrolled 1218 2315894.9 1828656.6 Two-way stop 1219 2317598.4 1829151.7 Two-way yield 1220 2315877.5 1828645 Two-way stop 1221 2282498.3 1830648.7 Two-way stop 1225 2316177.1 1828193.2 Diverge - Uncontrolled 1226 2314949.2 1830203.5 Diverge - Uncontrolled 1227 2350824.2 1843682.4 Two-way stop 1233 2347134.6 1876209.6 Two-way stop 1234 2330980.7 1848983.1 Two-way stop 1235 2295502.8 1870255.8 Two-way stop 1236 2293165.8 1867661.6 Two-way stop 1237 2294035.9 1870292.3 Two-way stop 1238 2294226.9 1871279.8 Two-way stop 1239 2297256.6 1846075.7 Two-way stop 1240 2295473 1847223.5 Two-way stop 1243 2311612.3 1880466.9 Two-way stop 1245 2298075.1 1892869.3 Two-way stop 1246 2299864.6 1892884 Two-way stop 1247 2300774.4 1892884.2 Two-way stop 1248 2301822.4 1892765.6 All-way stop 1250 2301014.3 1891838.4 Two-way stop 1251 2300123.7 1890632.2 Two-way stop 1252 2300039.4 1890249.6 Two-way stop 1269 2314739.8 1834584.2 Two-way stop 1270 2310092.3 1836591.3 Two-way stop 1272 2314804.1 1830666.1 Two-way stop 1273 2277777.6 1859463.1 Two-way stop 1274 2277500.6 1861081.2 Two-way stop 1277 2280847.8 1865086.9 Two-way stop Page 7 of 8 Appendix C - Page 63 of 64

Appendix C Quad Cities NGS Node Data Table Node # X-Coord Y-Coord Control Type 1279 2294071.5 1871476.6 Two-way stop 1282 2350905.1 1842899.2 Diverge - Uncontrolled 1283 2300768.6 1894764.4 All-way stop 1285 2296822.3 1875287.8 Two-way stop 1287 2320530.3 1870227.3 Two-way stop 1291 2350057.3 1868757.2 Two-way stop 1293 2282721.6 1866404.7 Two-way stop 1300 2302479.8 1870056.1 Two-way stop 1301 2351720 1870178.5 Two-way stop 1303 2299010.2 1884641.6 Diverge - Uncontrolled 1304 2299230.8 1885778.5 Diverge - Uncontrolled 1305 2299159.3 1885441.4 All-way stop 1306 2299227.8 1885481.7 Two-way stop 1316 2323918.7 1871966.1 Two-way stop 1318 2286747 1867707.2 Two-way stop 1324 2297943.1 1820948.6 Two-way stop 1327 2299127.2 1885263.7 Two-way yield 1328 2299010 1885347.4 Diverge - Uncontrolled 1329 2299316.5 1885527.7 Diverge - Uncontrolled 1330 2299226.3 1885602.4 Two-way yield 1333 2311480.3 1890931.8 Two-way yield 1334 2311711.9 1890870 Diverge - Uncontrolled 1377 2291241.1 1867689.1 Two-way stop 1387 2299861.2 1894728.4 All-way stop 1444 2245659.3 1795959 Two-way stop 1448 2240321.4 1930444 Two-way stop Note: Coordinatesin NAD83 State Plane Illinois West Nodes which reflect changes in roadway properties (numberof lanes, speed limit, capacity, etc.) at points along the link are omitted from this list.

Page 8 of 8 Appendix C - Page 64 of 64

V2 ARCADIS Appendix D Maps Depicting Travel Speed along Road Network (winter day, fair weather, full EPZ)

Appendix D - Page 1 of 8 Evacuation Hour 2 Avg Speed (mph)

Links

<= 0.00

- .e*'e)Onnn

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 2 of 8

Appendix D - Page 3 of 8 Appendix D - Page 4 of 8 Evacuation Hour 5 Avg Speed (mph)

Links

- n20.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 5 of 8

Evacuation Hour 6 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 6 of 8

Appendix D - Page 7 of 8 Evacuation IHour 8 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 8 of 8