Text

Attachment 4 - Updated Evacuation Time Estimates for Dresden Nuclear Power Station Plume Exposure Pathway and ETE Review Criteria Checklist
	ML13254A118
Person / Time
Site:	Dresden
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: ML13254A118 (185)
	v • d • e

ATTACHMENT 4 Updated Evacuation Time Estimates for Dresden Nuclear Power Station Plume Exposure Pathway and ETE Review Criteria Checklist

Dresden Nuclear Power Station ETE Review Criteria Checklist

Table B-1 ETE Review Criteria Checklist Dresden Criterion Addressed in Comments ETE Analysis Comments (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, yes Sect 2.1, Sect 2.2, Sect 3.3, and Sect 3.4 large employers, and special events should be identified.

c.

Discussion should be presented on use of traffic control plans in the analysis.

yes Sect2.1 and Sect4.3

d. Traffic simulation models used for the analyses should be yes Sect 5.5.2 and Table 1-3 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 should be provided for use of other scenarios.

II

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

a. A discussion should be provided on the approach used in y

development of a staged evacuation.

yes 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 justification should be provided for other values, yes Sect 3.1.1 (1.83 person per vehicle)

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 w0

Criterion Addressed in Comments ETE Analysis Comments (YesINo) itemized and totaled for each scenario.

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

yes Sect 3.3, Table 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, Sect 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 yes Sect 3.1.2 dependent residents should be discussed.

b. Transportation resources needed to evacuate this group yes Sect 3.1.2, Sect 3.6, Table 3-5 should be quantified.

yesSect_3.1.2,_Sect_3.6,_Table_3-5

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

yesSect_3.1.2

d. The methodology used to determine the number of people with disabilities and those with access and functional needs yes Sect 3.1.2 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 2.1 and Sect 3.1.2 justification should be provided for higher values.

f.

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

g.

A summary table of the total number of buses, ambulances, or other transport needed to support evacuation should be yes Table 3-5 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-6 Special facility staff should be included in the total special

,w

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

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

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

d.

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

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

medical support or security support for prisons, jails, and yes Sect 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-4 the evacuation, should be provided. The source of this information should be provided.

b. Transportation resources for elementary and middle schools yes Sect 3.4.2, Table A-4 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 6.8 (no return trips) 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 and season of the event.

b. The special event that encompasses the peak transient population should be analyzed in the ETE.

yes Sect 2.4.4 and Sect 6.5

c. The percent of permanent residents attending the event N/A Sect 2.4.4 and Sect 6.5 should be estimated.

N/ASet_2.4._andSct_6.

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 w:

Criterion Addressed in ETE Analysis Comments (YeslNo)

c. The loading of the shadow evacuation onto the roadway network should be consistent with the trip generation time yesSect 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 yes Sect 4 discussed.

ysSc 3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been ysSc conductedyes 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 ysApni beyes Appendix C

e. A legible map of the roadway system that identifies node yeMa inA p dxC 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 y

transportation network should be described in detail and yes Sect 4.3 and Appendix C 0,c O1

Criterion Addressed in Comment ETE Analysis (Yes/No) 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.I

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 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 developed from site specific information, yes Sect 5 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 Ow

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 yes Sect 6.4 (minimal transit resources for special event) 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 6.8 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 6.8

c. The number, location and availability of buses, and other resources needed to support the demand estimation are yes Table 3-5 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 6.8

e. Discussion should identify the time estimated for transit dependent residents to prepare and then travel to a bus yes Sect 6.8; 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 6.8

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 6.8 vehicles, time to drive to the home of residents, loading time, T

4.

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

i.

Information should be provided to support analysis of return Sect 6.8

_ trips, if necessary.

yes 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times should be provided, yes Sect 6.8

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

yes Sect 6.8

c. The number of wheelchair and bed-bound individuals should be provided, and the logistics of evacuating these residents yes Sect 6.8 and Table A-6 should be discussed.

d. Time for loading of residents should be provided, yes Sect 6.8

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 6.8 trips are needed.

f.

If return trips are needed, the destination of vehicles should yes Return trips not required for special facilities.

be provided.

g.

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

h. Supporting information should be provided to quantify the time elements for the return trips, yes Sect 6.8.

4.1.4 Schools

a. Information on evacuation logistics and mobilization times should be providedyes Sect 6.8

b. Discussion should be provided on the inbound and outbound ysS c

speedsyes Sect 6.8

c. Time for loading of students should be provided, yes Sect 6.8

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 6.8 (return trips not required) trips are needed.

e. If return trips are needed, the destination of school buses N/A Section 6.8 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 00

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

g. Supporting information should be provided to quantify the N/A time elements for the return trips.

Section 6.8 Return trips are not anticipated.

4.2 ETE Modeling

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

yesSect_5.5

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 used must be in equilibration prior to calculating the ETE yes Sect 5.5 should be provided.

b. The m inim um following m odel outputs should be provided to y sS c

,T b e7 1 p e d xC a d A p n i supportyes Sect 6, Table 7-1, Appendix C and Appendix 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, wo

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 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 yes No unresolved issues.

that may affect the ETE.

5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required to yes Sect 6.6 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 in Figure 4-1

b.

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

,P D

return ties for busessho'uld-be provided....

___._i

-. itssh6uld.be cleardlystatedi iihis assumedthat passengers ar. eefi:at the reception center and are taken by separate yes Sect 3.1.2 buses to thecongregate care center.,

Technical Re~ewer SupervisoryRevlew Date tV-CJ!R~l-A Date

Dresden Nuclear Power Station Evacuation Time Estimates

fARCADIS Infrastructure, Water Environment Buildings Imagine the result Evacuation Time Estimates for Dresden 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.:

80033739.0001 Date:

I August 2013

ARCADIS Executive Summary Executive Summary This report documents the Evacuation Time Estimate (ETE) study prepared by ARCADIS for the Dresden Generating Station (DGS) in Grundy County, Illinois, about 12 miles southwest of the city of Joliet. The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of DGS. The most recent previous study of evacuation time estimates for Dresden Station was performed in 2003. The present study was performed using population data from the 2010 census.

PTV VisionTM software will be 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 Emergency Planning Zone (EPZ) via recommended evacuation routes and to make their way to designated reception centers after leaving the EPZ.

The EPZ for DGS includes parts of three counties in Illinois (Will, Kendall and Grundy).

The resident population of the Dresden EPZ is estimated at 106,100 permanent residents.

Based on housing data from the 2010 U.S. Census, there are 846 seasonal housing units in the EPZ, with an estimated 5,076 seasonal (summer) residents. 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 14,157 persons for a winter weekday and 27,110 persons for a summer weekday.

The special facilities population, including assisted living, nursing homes and hospitals, was estimated at 1,415 persons for weekday scenarios.

The estimated population of schools and day care centers for a winter weekday is 36,247, including students 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

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 1.93 persons per vehicle, which represents 1.45 vehicles per household. For the 2003 study, vehicle occupancy was 2.70 persons per vehicle (one vehicle per household).

Vehicle demand for the transient population was estimated using vehicle occupancy factors ranging from 1.0 person per vehicle for the workforce population up to 3.0 persons per vehicle for some recreational areas. Vehicle demand for 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 63,401 (winter weeknight) to 78,362 (summer 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 resident population within this region is 174,820.

It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (1.93 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 18,116 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). The Grundy County Corn Fest in Morris was included as a Special Event scenario.

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

The purpose of analyzing staged scenarios 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 Dresden EPZ are summarized by scenario I and distance in Table E-1 (times for 90% and 100% of vehicles to depart, for 2-mile zones, E-2

ARCADIS Executive Summary 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 2:35 to 4:20, and 100% ETEs are 3:30 to 5:30. The times are longest for summer weekday and winter weekday scenarios with adverse weather.

For all zones out to 5 miles, the 90% ETEs are 4:55 to 6:15, and the 100% ETEs are 6:25 to 7:25. For the full EPZ, the 90% ETEs are 4:30 to 6:35, while the 100% ETEs are 8:45 to 10:00.

All of these times are indicative of significant delays related to traffic congestion. The large I difference between 90% and 100% ETEs reflects the time required for traffic to clear for a few congested evacuation routes. The differences in ETEs are consistent with differences in vehicle demand between scenarios. Adverse weather adds up to 50 minutes for the summer weekday ETEs, and up to 80 minutes for the winter weekday ETEs.

The Grundy County Corn Fest represents an estimated peak demand of 4,550 vehicles, in addition to normal summer weekend traffic.

Fair-goers, workers and vendors will park along streets and in any available lots across the city, within walking distance of festival events. The total time estimated for visitors and residents to evacuate the city and depart from the EPZ during the Corn Fest is 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 41 minutes, about 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months shorter than the 90% ETE for the Summer Weekend scenario (4:45). Evacuation during the Corn Fest would create significant local traffic congestion in Morris and would require significant traffic management resources, but it does not represent a "worst case" ETE scenario with respect to evacuating the entire Dresden EPZ.

V2 ARCADIS Executive Summary Table E-1: Evacuation Time Estimate Summary for Dresden Station EPZ Scenario:

(1) 1 (2)

(3)

(4) 1 (5)

(6) 1 (7) 1 (8)

Weather:

Normal Adverse __Normal _[Normal _[Normal _]Adverse __Normal __Normal Evacuation 90% Evacuation Time Area 2-mile Zone 2:55 3:45 2:35 2:35 3:00 4:20 2:35 2:35 5-mile Zone 4:55 5:45 5:25 5:50 4:55 6:15 5:50 5:55 10-mile EPZ 4:35 5:25 4:30 4:45 5:15 6:35 4:45 5:10 100% Evacuation Time 2-mile Zone 4:30 5:10 3:30 3:30 4:30 5:30 3:30 3:30 5-mile Zone 6:30 7:10 6:45 7:05 6:25 7:25 7:05 7:05 10-mile EPZ 9:00 9:40 9:00 8:55 9:00 10:00 8:45 9:00

ARCADIS Table of Contents

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

2.

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

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

4. Evacuation Roadway Network 4-1 4.1 Network Definition 4-1

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 5-3 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 5-5 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 6-2 6.4 Staged Evacuation Scenarios 6-2 6.5 Special Event - Grundy County Corn Fest 6-2 6.6 Sensitivity to Population Growth and Roadway Impact 6-4 6.6.1 Population Growth 6-4 6.6.2 Roadway Impact 6-4 6.7 Performance Metrics for Simulation Model 6-5 6.8 ETE for Transit-Dependent, Special Facilities and Schools 6-6

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 ii

0 ARCADIS Table of Contents

8.

References 8-1 Tables Table E-1: Evacuation Time Estimate Summary for Dresden Station EPZ 4

Table 1-1: Permanent Resident Population in the Dresden Station EPZ 1-7 Table 1-2: Designated Reception Centers for Evacuation 1-8 Table 1-3: ETE Comparison 1-9 Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 3-7 Table 3-2: Transient Population and Vehicle Demand within the Dresden Station EPZ 3-8 Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Dresden Station EPZ 3-9 Table 3-4: Summary of Population and Vehicle Demand within the Dresden Station EPZ 3-10 Table 3-5: Summary of Transportation Resources 3-11 Table 4-1: Dresden Station EPZ Primary Evacuation Routes Out of EPZ 4-3 Table 5-1: Potential Evacuation Areas for Dresden Station EPZ 5-2 Table 6-1: Evacuation Time Estimate Summary for Dresden Station EPZ 6-7 Table 6-2: Evacuation Time Estimates for Partial EPZ Scenarios (unstaged) 6-8 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) 6-17 Table 6-5: ETE for Special Facilities, Dresden Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-18 Table 6-6: ETE for Schools and Daycares in Dresden Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-19 Table 7-1: Predicted Queues at High-Volume Intersections on the Road Network 7-2 iii

ARCADIS Table of Contents Figures Figure 1-1.

Dresden Generating Station EPZ Area 1-5 Figure 1-2.

Resident Population by Sector within 15 Miles of Dresden Generating Station 1-6 Figure 4-1.

Designated Evacuation Routes for Dresden Generating Station EPZ 4-4 Figure 5-1.

Departure Time Distributions for the Dresden Station EPZ 5-6 Figure 5-2.

Evacuation Modeling and Simulation using PTV Vision Suite 5-7 Figure 6-1.

Departure Curves for Stage 2 Zones, Dresden EPZ 6-12 Figure 6-2.

Dresden Sensitivity of ETE to Population Growth (Winter Weekday, Normal Weather, Full EPZ) 6-13 Figure 6-3.

Dresden Predicted Traffic Volume by Link with 1-80 EB Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-14 Figure 6-4.

Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-15 Figure 6-5.

Comparison of Vehicle Mobilization and Departure Rates (total vehicles 74,681) 6-16 Appendices A

Transient and Special Facility Population Data B

Telephone Survey of EPZ Residents C

Roadway Network Map and Data Table D

Average Speed by Roadway Link by Hour (Winter Day, Full EPZ) iv

Q ARCADIS List of Acronyms and Abbreviations Table of Contents ADT Average daily traffic BAO ESRI Business Analyst Online DGS Dresden Generating Station 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 TAR Tone alert radios WC Wheelchair v

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates

1.

Introduction 1.1 General Evacuation time studies analyze the manner in which the population within the Plume Exposure Pathway Emergency Planning Zone (EPZ) surrounding a nuclear power plant site would evacuate during a radiological emergency.

Evacuation time studies provide licensees and State and local governments with site-specific information helpful for protective action decision-making. The studies estimate the time necessary to evacuate the EPZ for a range of evacuation scenarios. Analysis of the evacuation simulation results also identifies locations where traffic management and control measures can facilitate the evacuation, and may identify unique evacuation constraints or conditions.

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

Evacuation time estimate (ETE) studies were last updated for the Dresden Generating Station (DGS) Plume Exposure Pathway EPZ in 2003 (Earth Tech, 2003).

The guidance presented in NUREG/CR-7002 indicates that the evacuation time estimates should be updated as local conditions change, but at least once each decade, following release of the federal census. The current update study was prompted by the issuance of revised ETE guidance (CR-7002) and the availability of population data from the 2010 census.

Census data indicate that the population residing within the EPZ for DGS increased by 35,808 between 2000 and 2010, which represents a 50.9% population increase.

(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 V ARCADIS Dresden Station 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 DGS. 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 DGS.

Dresden Generating Station is located in Goose Lake Township, Grundy County, Illinois, along the south side of the Des Plaines River, about 12 miles southwest of Joliet. The site location is shown in Figure 1-1. The plume exposure pathway 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 Dresden Station EPZ consists of the area within an approximate 10-mile radius of Dresden Station, as shown in Figure 1-2. The EPZ includes part of three Illinois counties (Will, Grundy and Kendall).

The Dresden Station EPZ is subdivided into a total of 16 Sub-Areas, or Emergency Response Protection Areas (ERPAs). 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 DGS. 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 western side of the EPZ, accounting for almost half of the total EPZ area, is in Grundy County. ERPA 6, in the northwestern quadrant of the EPZ, is in Kendall County. The seven ERPAs on the eastern side of the EPZ are all in Will County.

A listing of the 2010 permanent resident population by ERPA within the Dresden Station EPZ is shown in Figure 1-1. Table 1-1 compares the EPZ population from the 2010 and the 2000 census. The population residing in the EPZ grew by 35,808 between 2000 and 2010, an increase of 50.9%. ERPAs 1, 6, 13 and 14 all grew by 80% or more. More than 30% of the EPZ population of 106,100 residents is in ERPA 13, which includes Shorewood and the southwest corner of the city of Joliet. Between 2000 and 2010, the population of ERPA 13 increased by a factor of 2. ERPA 1, immediately north of DGS, contains the city of Minooka. The population of ERPA 1 grew from 4,525 to 13,061 since 1-2

Exelon Generation Va ARCADIS Dresden Station Evacuation Time Estimates 2000. Six other ERPAs (2, 5, 10, 12, 15 and 16) have more than 5,000 residents. The city of Morris is split between ERPAs 2 and 5; Diamond and Braceville are in ERPA 10; Channahon is in ERPA 12; Wilmington is in ERPA 15; and Braidwood is in ERPA 16.

Braidwood Generating Station is located just outside the Dresden EPZ, immediately south of ERPA 16.

ERPAs 9 and 11 are very rural, with fewer than 500 residents in each.

Interstate 55 crosses the EPZ in a north-south direction, while the Illinois River crosses the EPZ from the northeast to the west. 1-80 crosses the EPZ roughly parallel to, and a few miles north of, the Illinois River.

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 within this region is 174,820.

Most of this population resides in Will County to the northeast of the EPZ, in Joliet. It was assumed (based on NRC guidance in CR-7002) that 20% of the population in this region would evacuate.

The occupancy factor for EPZ residents (1.93 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 18,116 vehicles. A map showing the population by distance and direction sector within 15 miles of Dresden 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.

The EPZ population in Figure 1-1 is more accurate.)

1.3 Designated Reception Centers The Dresden Station emergency response evacuation plan directs 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 I reception centers, and families are instructed to meet up with the students at those locations.

The designated receiving communities for ERPAs within the Dresden Station EPZ are Orland Park, Oglesby and Pontiac, 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 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 1-3

Exelon Generation C2 ARCADIS Dresden Station Evacuation Time Estimates from DGS 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 2003 ETE study. The telephone survey of EPZ residents provides a new basis for estimating vehicle occupancy and departure times, while new NRC guidance has specified different assumptions regarding background and "shadow" traffic. The ETE methodology and assumptions for the current study are discussed in greater detail in following sections of the report.

The large increase in EPZ population, revised vehicle occupancy for residents (1.93 persons per vehicle, based on survey), revised departure times for schools and special facilities (no "early warning") and the revised departure time curves for residents (based on survey responses and estimated time for warning diffusion) are expected to have the greatest influence on estimated evacuation times. A Special Event scenario was added for the Grundy County Corn Fest in Morris. The "shadow evacuation" adds vehicle demand of 18,116 vehicles in the area immediately outside the EPZ. The potential impacts of shadow evacuation will be greatest for travel to the Orland Park reception center. Each of these issues is discussed in more detail in following sections of the report.

1-4

js (144)

Sear (144)~

Libn(31)

Jle eeAux Sable

[

Jackson '

S(1301) d ERPA 2010

Chanaho Population SChanithon (7401)

(2921) 1 13,061 (0122) 26,122 3!

3,234

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11674

-A ITIs 5

7,110 5

(711 Goose Wilmington 6

4,599 Lake (313) i7 44427

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9 211

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E':10 6,467 (2423)

(561) 33 SFelix WmbIngon 12 7,401

~(427)

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'14 3,405

[161 Reed Cute 13 334221 15 6,698 (285).

I TOTAL:

106,100 0

2 4

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....X Dresden Plant A R C A D IS roa 7C DI IRESDELN GENERATIONG DRESDEN GENERATING STATION POPULATION DISTRIBU77ON - SUB-AREAS

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Z

JT DISTANCE POPULATION DISTANCE POPULATION EPZ 1 315 NA EPZ 2 4,194 NA EPZ 3 6,013 NA EPZ 4 5,775 NA EPZ 5 7,885 NA EPZ 6 2,238 NA EPZ 7 6,579 NA EPZ 8 13,535 NA EPZ 9 23,022 OUT 9 32 EPZ 10 14,918 OUT 10 3,053 EPZ 11 12,402 OUT 11 2,627 EPZ 12 8,948 OUT 12 33,729 EPZ 13 227 OUT 13 49,939 EPZ 14 22 OUT 14 44,684 OUT 15 41,055 EPZ TOTAL:

106,073 EPZ-15 TOTAL:

175119 TOTAL POPULATION: 281,192 412 Legend L

Dresden EPZ Boundary Sector 15-mile NOTE:

EPZ total population varies from 2011 draft report totals by less than1 % due to the rounding of population calculations from additional block processing.

. Plant to 1 mile population not summarized in any sector direction.

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EXELON GENERATION

Va ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Dresden Station EPZ Census CessPecn ERPA Local Commnui~ties (city, villge, township) 20006 2010 b Chiange 0 to 2 miles 1

Aux Sable Twp, Minooka (Grundy County) 4,525 13,061 188.6 3

Channahon Twp (part), Wilmington Twp (part) (Will County) 1,797 3,234 80.0 4

Goose Lake Township (Grundy) 1,784 1,674

-6.2 2 to 5 miles 7

Felix Township, Carbon Hill, Diamond (Grundy) 4,009 4,427 10.4 9

Wilmington Twp (part) (Will) 249 211

-15.3 12 Channahon Township, Channahon (Will) 7,826 7,401

-5.4 5 to 10 miles 2

Saratoga Township (Grundy) 4,448 6,122 37.6 5

Morris Twp, Morris (Grundy) 7,781 7,110

-8.6 6

Seward Twp, Lisbon Twp (part) (Kendall County) 1,000 4,599 359.9 8

Wauponsee Township (Grundy) 2,491 2,423

-2.7 10 Braceville Twp, Braceville, Coal City (Grundy) 4,895 6,467 32.1 11 Maine Township (Grundy) 242 330 36.4 13 Troy Twp (part), Joliet (part), Shorewood (Will) 16,704 33,422 100.1 14 Jackson Twp (part), Elwood (Will) 1,852 3,405 83.9 15 Wilmington Twp (part), Custer Twp (part) (Will) 5,921 6,698 13.1 16 Reed Twp, Braidwood (Will) 4,768 5,516 15.7 Dresden Station EPZ Total 70,292 106,100 50.9 Sources:

a) 2000 census data from 2003 ETE study report b) 2010 census data (block level) 1-7

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation 1 (0 - 2 mi)

Orland Park.

3 (0 - 2 mi)

Pontiac or Orland Park.

4 (0 - 2 mi)

Pontiac.

7 (2 - 5 mi)

Pontiac.

9 (2 - 5 mi)

Pontiac.

12 (2 - 5 mi)

Orland Park.

2 (5 - 10 mi)

Oglesby.

5 (5 - 10 mi)

Oglesby.

6 (5 - 10 mi)

Oglesby or Orland Park.

8 (5 - 10 mi)

Pontiac.

10 (5 - 10 mi)

Pontiac.

11 (5 - 10 mi)

Pontiac.

13 (5 - 10 mi)

Orland Park or Kankakee.

14 (5 - 10 mi)

Kankakee.

15 (5-10 mi)

Kankakee.

16 (5 - 10 mi)

Kankakee.

1-8

V2 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 1-3: ETE Comparison ETE Element 2003 ETE Current Study Permanent residents

- Total population

-70,292

-106,100

- Vehicle occupancy

-2.70 (one vehicle per household)

-1.93 (persons per vehicle)

Transit dependent Evacuation of transit dependent

- Population estimate population was not addressed in

- 1,600 persons, 60 non-

- Number of buses 2003 study ambulatory

- Number of ambulances

-30 bus/60 trips

-3 ambulance, 18 wheelchair bus Transient facilities (winter day/summer day)

(winter day/summer weekend)

- Estimated population

-11,651/27,501

-14,157/28,585

- Vehicle demand

-9,750/15,920

-11,874/16,610

- Adjust for double-count -No adjustment

- Adjust for retail facilities Special facilities (winter weekday)

(winter weekday)

- Estimated population

-797

-1,415

- Number bus, van

-29 bus/van

- 38 bus/van

- Ambulance, other

-99 ambulance

-9 ambulance, 9 wheelchair bus Schools (winter weekday)

(winter weekday)

- Student population

-20,470 (day care included)

-24,083 (day care included)

- Number of buses

- 301 bus/1 0 van

-442 bus/37 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 Grundy County Corn Fest Scenarios

-Winter day, winter night

-Weekday (winter, summer)

-Summer day, summer night

-Weeknight (winter, summer)

-Both normal and adverse weather

-Weekend (winter, summer) for all four cases

-Adverse weather weekday only

- Staged evacuation Adverse weather Snow for winter, rain for summer Snow for winter, rain for summer Evacuation model name NetVac2 PTV Vision VISUM 11.5, VISSIM and version 5.3 Departure times

-Residential based on literature

-Warning based on literature

-Transient based on literature

-Residential based on survey

-Specials based on notification at

-Transient based on survey alert

-Specials notified with public Evacuation times Estimates for 100%

Estimates provided for 90 and 100%

1-9

Exelon Generation V ARCADIS Dresden Station Evacuation Time Estimates

2.

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

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 2003 study report. ARCADIS conducted internet searches and telephone surveys to estimate facility employment and staffing levels for different scenarios. Only facilities with potential staffing level of at least 50 persons per work shift were pursued.

Information relating to hotels, motels and recreational facilities was obtained from tourism websites, 2011 AAA TourBook listings, and the 2003 study report. 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 each county emergency management agency.

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

2-1

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates Initial estimates of roadway characteristics were obtained from the NAVTEQ database. Roadway geometric and operational data were compiled based on field surveys performed by ARCADIS in 2011.

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

These data were used to assign background traffic volumes for the roadway network.

It was assumed that access control would be established within two hours following the public notice to evacuate.

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

Departure times for transient facilities were estimated assuming relatively prompt evacuation of most workplaces and recreational facilities once notification is received.

The distribution of departure times also reflects information gathered from the telephone survey of EPZ residents, as discussed in Section 3.

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

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

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

It is assumed that existing lane utilization will prevail during the course of the evacuation.

Traffic control signals will be over-ridden or converted to flashing mode as necessary to give preference to flow on all major outbound roadways. It 2-2

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

The evacuation analysis cases are described in Section 2.3 and represent a range of conditions, per guidance presented in CR-7002.

These cases have been chosen to provide information for an appropriate range of conditions (i.e., low, typical and high population; fair and adverse weather) to guide the protective action decision-making process.

Potential "special events" such as holiday parades and sporting events occurring within the EPZ were considered, based on input from state and county agencies. A Special Event scenario for the Grundy County Corn Fest in Morris was included in this study.

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

Permanent residents - 1.93 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 -

1 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 or 3 per wheelchair (WC) van for non-ambulatory patients and 20 people per bus or van for ambulatory residents.

Transit-dependent Residents - 27 per bus; for non-ambulatory, 3 per WC bus or van, 2 per ambulance.

The transit-dependent population will be evacuated by bus or ambulance through efforts coordinated by state and municipal emergency preparedness officials.

2-3

Exelon Generation C ARCADIS Dresden Station Evacuation Time Estimates Adverse weather refers to moderate to heavy rainstorms for summer conditions, and a moderate snowstorm for winter conditions.

2.2 Interaction with Agencies Emergency management agencies responsible for planning and implementing the emergency response procedures during a radiological emergency were consulted during the development of this ETE study.

The Illinois Emergency Management Agency (IEMA) and emergency agencies for Will, Grundy and Kendall Counties were contacted to obtain information regarding special and transient facilities in the EPZ, I 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. 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 Dresden Station EPZ are based upon a time distribution of evacuation events as opposed to a summation of sequential events. This methodology assumes that the various time components in an evacuation (i.e., the time associated with preparation, mobilization, etc.) overlap and occur within certain time ranges. The time distribution approach is based upon assumptions consistent with the NRC guidance of CR-7002.

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

warning diffusion time and 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.

2-4

Exelon Generation V ARCADIS Dresden Station Evacuation Time Estimates Mobilization time is the time between the receipt of notification and when individuals leave for evacuation. Mobilization time depends on the type of population and activity.

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

2.4 Conditions Modeled Pursuant to the guidance in CR-7002 and NUREG-0654, Rev. 1, evacuation time estimates have been prepared for a range of temporal, seasonal and weather conditions.

Estimates have been prepared for weekday, weeknight and weekend scenarios during winter and summer. All scenarios are simulated with fair weather conditions; weekday scenarios are also simulated assuming adverse weather. Fair weather refers to conditions where roadways are clear and dry, and visibility is not impaired.

Adverse weather during summer periods is defined as heavy rain, with impaired visibility; roadway capacities are reduced by 10% and speeds are reduced by 15%. Adverse weather during winter periods is defined as a snowstorm condition where roadway capacities and speeds are reduced by 15%.

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

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

Most permanent residents within the EPZ will evacuate from their places of residence; Major work places are fully staffed at typical daytime levels; DGS employment is at an estimated peak daytime level, representative of operation during outage conditions; Schools and daycares are at current enrollment; 2-5

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates 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; DGS 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.

2.4.3 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; 2-6

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates 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 and IEMA 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. The Grundy County Corn Fest in Morris was addressed as a Special Event scenario. (A Special Event scenario was not developed for the 2003 update study.)

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

For the roadway impact scenario, a major evacuation route is removed or reduced in capacity.

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

2-7

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates

3.

Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Dresden Station 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 Dresden Station 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 106,100 persons reside permanently within the Dresden Station 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 DGS, and generally follow geographic (township) boundaries. ERPA 4 (Goose Lake Township) contains DGS. This ERPA extends 7 miles west of DGS and 4 miles south. ERPA 1 (Aux Sable Township) extends 5 miles to the west and 5 miles north of DGS. ERPA 3 (part of Channahon and Wilmington Townships) extends from 1 to 4 miles east of DGS, 2 miles north and 3 miles south.

3-1

Exelon Generation V2 ARCADIS Dresden Station Evacuation Time Estimates In the 2 to 5-mile distance range, ERPA 7 (which includes Coal City) is south of DGS, while ERPA 9 is southeast and ERPA 12 is northeast of the plant. Most of the largest population centers in the EPZ (Joliet, Shorewood, Morris, Wilmington, Braidwood) are in ERPAs more than 5 miles from DGS.

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 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 1.93 persons per vehicle, which corresponds to 1.45 vehicles per household. Total vehicle demand for EPZ residents for winter scenarios is 54,974.

"Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of DGS adds vehicle demand of another 18,116 vehicles.

For the 2003 ETE study, evacuation times were determined for vehicle demand assumption of one vehicle per household, or 2.70 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 do not rely on published pickup points and bus routes.

County emergency response planners maintain lists of residences (self-identified) requiring transportation assistance. For ETE analysis, the estimated size of the transit-dependent population in each EPZ was based on NRC guidance and results of the telephone survey. The NRC guidance in CR-7002 sets a minimum value of 1.5%.)

That population size is much higher than the number who have self-identified in advance. Based on telephone survey results, less than 2% of households (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, friends or relatives, which would leave less than 1% needing assistance from the county. For this study, ETE estimates were based on 1.5%, of residents, which represents about 1,600 transit-dependent residents. Approximately 3-2

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates 60 of these individuals are non-ambulatory and would require a WC van or ambulance to evacuate, based on data provided by county agencies.

Individuals requiring transit from reception centers to congregate care centers will be 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 846 such housing units in the Dresden Station EPZ, including 469 in ERPA 16 (Reed Township).

Population and vehicle demand were estimated assuming 6 residents and 2 vehicles per household.

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 DGS. 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 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 2003 study and the IPRA Special Facilities list provided by IEMA.

Telephone calls were made to selected large employers to verify employment numbers and to estimate staffing levels during weekday, weeknight and weekend periods. The 3-3

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates results from those calls confirmed that BAO listings provided accurate locations and current, reliable employment numbers for most establishments. Workforce numbers for DGS 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 TourBook for 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, it was assumed that there would be 1.0 vehicle (1.5 persons) per hotel/motel unit.

For parks and campgrounds, 1.0 vehicle (3 persons) per campsite was assumed.

Daytime park visitation numbers were generally obtained as numbers of vehicles, and an occupancy factor of 1.5 persons per vehicle was assumed. For museums and visitor centers, the same factor of 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.

Vehicle demand for selected recreation facilities was reduced in consideration of double-counting. These facilities include recreation clubs and other facilities that would be used predominantly by those residing within 10 to 20 miles. An adjustment factor of 0.75 was applied, assuming that (a) roughly half of visitors reside in the EPZ, and (b) roughly half of EPZ residents would return home before evacuating.

Similar adjustments were made for shopping centers and large retail outlets.

Table 3-2 presents a summary of the transient population by Sub-Area for each scenario. The transient population and associated vehicle demand are greatest for summer weekday and summer weekend scenarios. Recreation facilities are located in ERPA 16 (Braidwood), along the Kankakee River in ERPA 3 and 15, and along the Illinois River (ERPA 1, 4 and 13). For all scenarios, ERPA 13 has highest population and vehicle demand from transient facilities, reflecting a combination of employers, motels, retail and recreation facilities. 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, 3-4

Exelon Generation V ARCADIS Dresden Station Evacuation Time Estimates since state and county agencies rely on population by ERPAs for emergency response planning.

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

Most school facilities are located in the ERPAs with large residential population. The special facilities population is summarized by ERPA in Table 3-3; data by facility is provided in Appendix A.

3.4.1 Medical, Nursing Care and Correctional Facilities The EPZ has one hospital, in Morris, and a small number of nursing homes and assisted living facilities.

Vehicle occupancy for nursing home patients is two non-ambulatory patients and one staff per ambulance, three non-ambulatory patients and one staff per WC bus, 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.

3.4.2 Schools and Day Care 43 elementary and secondary schools and 21 pre-school/daycare facilities have been identified within the Dresden Station EPZ, with a total population of 24,344 students.

None of the identified schools is residential, so students are only present on weekdays during the school year. Vehicle occupancy for public schools is based on 58 persons (55 students, 3 staff) per bus, plus one vehicle per additional school staff. Student population for public schools was determined from state-published enrollment information.

The 21 licensed child care (large daycare) facilities have an estimated daytime population of 1,817 students and staff. Those 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.

Estimates of population and vehicles for Joliet Junior College, with enrollment of over 10,000 students, were obtained through information provided by campus security. The 3-5

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates approximate (typical) number of parked vehicles was provided for weekday, week night and weekend scenarios during the regular school year and for summer session.

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.

Vehicle demand is highest for the summer weekday scenario. Vehicle demand for the highest scenario is 24% higher than the lowest (winter weeknight) scenario. ERPA 13, Shorewood and Joliet, has the largest population and vehicle demand for all scenarios.

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 Dresden 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, but evacuation times for the transit-dependent general public are based on two sequential bus trips.

Kankakee County and LaSalle County are not part of the Dresden EPZ, but have resources available within 10 to 15 miles outside the EPZ.

3-6

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 1

3 4

0-2 mi 13,061 6,767 13,181 6,807 0-2 mi 0-2 mi 3,234 1,674 1,676 867 3,828 2,232 1,874 1,053 7

2 - 5 mi 4,427 2,294 4,643 2,366 9

2-5 mi 211 109 229 115 12 2 -5 mi 7,401 3,835 7,509 3,871 2

5-10 mi 6,122 3,172 6,158 3,184 5

5-10 mi 7,110 3,684 7,182 3,708 6

5-10 mi 4,599 2,383 4,629 2,393 8

5-10 mi 2,423 1,255 2,459 1,267 10 5-10 mi 6,467 3,351 6,509 3,365 11 5-10 mi 330 171 342 175 13 5-10 mi 33,422 17,317 33,566 17,365 14 5-10 mi 3,405 1,764 3,441 1,776 15 5-10 mi 6,698 3,470 6,938 3,550 16 5-10 mi 5,516 2,858 8,330 3,796 EPZ total 106,100 54,974 111,176 56,666 3-7

0 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Dresden Station EPZ Population Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 1

945 182 78 945 182 78 945 182 78 945 182 78 2

517 363 413 692 463 663 396 250 284 513 317 450 3

682 120 300 877 186 506 618 120 195 714 142 305 4

815 185 65 1,695 785 1,065 665 185 65 1,052 385 532 5

615 42 620 1,395 67 1,520 543 42 260 855 52 620 6

180 40 20 180 40 20 180 40 20 180 40 20 7

105 25 50 755 325 850 93 25 33 427 125 467 8

0 0

9 139 53 176 947 53 1,330 93 36 118 632 36 887 10 70 0

100 1,750 0

2,500 47 0

67 1,167 0

1,667 11 0

0 0

0 12 2,201 752 1,639 3,591 1,019 2,964 1,935 580 987 2,483 681 1,501 13 7,327 6,518 10,254 9,292 8,118 11,149 5,866 4,406 6,334 6,883 5,021 6,642 14 0

0 0

0 15 474 40 190 2,575 1,315 2,645 434 40 133 1,410 465 1,345 16 87 70 95 2,417 370 3,295 59 47 64 1,512 147 2,097 EPZtotal 14,157 8,389 14,000 27,110 12,923 28,585 11,874 5,953 8,637 18,771 7,592 16,610 3-8

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Dresden Station EPZ Population Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 1

6,554 0

0 96 0

0 762 0

0 14 0

0 2

1,238 138 138 349 138 138 181 24 24 82 24 24 3

0 0

4 0

0 0

0 5

4,222 399 399 910 399 399 920 168 168 538 168 168 6

0 0

7 364 0

0 0

42 0

0 0

8 45 0

0 36 0

0 6

0 0

6 0

0 9

0 0

10 2,470 0

0 214 0

0 284 0

0 28 0

0 11 0

0 0

0 12 1,924 6

6 136 6

6 227 2

2 22 2

2 13 16,963 3,367 2,317 3,739 1,717 1,217 4,898 2,264 1,514 2,138 1,114 764 14 482 0

0 0

56 0

0 0

15 1,705 155 155 260 155 155 260 16 16 93 16 16 16 1,695 0

0 28 0

0 197 0

0 4

0 0

EPZtotal 37,662 4,065 3,015 5,769 2,415 1,915 7,833 2,474 1,724 2,925 1,324 974 3-9

C2 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates ITable 3-4: Summary of Population and Vehicle Demand within the Dresden Station EPZ

_______Popi

'ation Vehi-cles Sub-Area Winter

____Summer Winter Summer Day Night Weekend Day~ Nih Weekend Day Night Weekend Day Night Weekend 1

20,560 13,243 13,139 14,222 13,363 13,259 8,475 6,949 6,845 7,766 6,989 6,885 2

7,876 6,623 6,673 7,199 6,759 6,959 3,749 3,446 3,480 3,779 3,525 3,658 3

3,916 3,354 3,534 4,705 4,014 4,334 2,294 1,796 1,871 2,588 2,016 2,179 4

2,489 1,859 1,739 3,927 3,017 3,297 1,532 1,052 932 2,105 1,438 1,585 5

11,947 7,551 8,129 9,487 7,648 9,101 5,147 3,894 4,112 5,101 3,928 4,496 6

4,779 4,639 4,619 4,809 4,669 4,649 2,563 2,423 2,403 2,573 2,433 2,413 7

4,896 4,452 4,477 5,398 4,968 5,493 2,430 2,319 2,327 2,792 2,491 2,832 8

2,468 2,423 2,423 2,495 2,459 2,459 1,261 1,255 1,255 1,273 1,267 1,267 9

350 264 387 1,176 282 1,559 202 145 227 747 151 1,002 10 9,007 6,467 6,567 8,473 6,509 9,009 3,682 3,351 3,417 4,559 3,365 5,031 11 330 330 330 342 342 342 171 171 171 175 175 175 12 11,526 8,159 9,046 11,236 8,534 10,479 5,996 4,417 4,824 6,376 4,554 5,374 13 57,711 43,307 45,993 46,596 43,401 45,932 28,080 23,987 25,165 26,386 23,500 24,771 14 3,887 3,405 3,405 3,441 3,441 3,441 1,820 1,764 1,764 1,776 1,776 1,776 15 8,877 6,893 7,043 9,773 8,408 9,738 4,165 3,526 3,620 5,053 4,031 4,911 16 7,298 5,586 5,611 10,775 8,700 11,625 3,114 2,905 2,922 5,312 3,943 5,893 EPZ total 1157,919 1118,554 1123,115 1144,055 1126,514 141,676 74,681 63,401 65,335 78,362 65,582 74,250 Population numbers reflect some double-counting between categories (residents, workforce, schools, etc.).

3-10

£U ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van WC BusNan Ambulance Will 500 30 23 40 Grundy 80 8

6 2

LaSalle 31 3

2 5

Kendall 85 9

5 2

Kankakee 189 26 23 Total Available 885 50 62 72 Identified Vehicle Need Schools and Day Care 442 37 Special Facilities 38 9

9 Transit-Dependent Public 30 18 3

Total Identified Need 540 37 27 12 3-11

Exelon Generation V2 ARCADIS Dresden Station Evacuation Time Estimates

4.

Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Dresden Station 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 Dresden Station 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 prmarily 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 ArcGIS TM ) for conducting field surveys to verify evacuation roadway segment attributes. The information provided in the public information brochure for the site was used to highlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global 4-1

Exelon Generation ARCADIS Dresden Station 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 I vehicular demand. In general, the emergency response plans for Dresden Station call for signal override, i.e., signals set to flashing to give prionty 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 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months of the evacuation scenario, up to the time when access control is established to prevent vehicles from entering the EPZ.

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

4-2

14 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 4-1: Dresden Station EPZ Primary Evacuation Routes Out of EPZ 1 (0 - 2 mi)

Ridge Rd. North to 1-80 East to US 45 North to Orland Park.

3 (0 - 2 mi) 1-55 South to Pontiac; US 6 East to 1-55 North to 1-80 East to US 45 North to Orland Park 4 (0 - 2 mi)

Pine Bluff Rd. West to IL 47 South to 1-55 South to Pontiac.

7 (2 - 5 mi)

IL 113 West to IL 47 South to 1-55 South to Pontiac.

9 (2 - 5 mi) 1-55 South to Pontiac.

12 (2 - 5 mi) 1-80 East to US 45 North to Orland Park.

2 (5 - 10 mi) 1-80 West to 1-39 South to Oglesby.

5 (5 - 10 mi) 1-80 West to 1-39 South to Oglesby.

6 (5-10 mi)

US 52 West to 1-39 South to Oglesby; US 52 East to 1-80 East to US 45 North to Orland Park.

8 (5 - 10 mi)

IL 47 South to 1-55 South to Pontiac.

10 (5 - 10 mi)

I L 113 West to I L 47 South to 1-55 South to Pontiac.

11 (5 - 10 mi)

IL 113 West to IL 47 South to 1-55 South to Pontiac.

1-80 East to US 45 North to Orland Park; 1-80 East to 1-57 South to Kankakee.

14 (5 - 10 mi)

US 52 East to US 45 South to Kankakee.

15(5-10 mi)

IL 53 South to IL 102 EastorIL 113 Eastto Kankakee.

16 (5 - 10 mi)

I L 113 East to Kankakee.

4-3

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Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates

5.

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

Winter Weekday, Fair Weather and Adverse Weather Conditions Winter Weeknight, Fair Weather Conditions Winter Weekend, Fair Weather Conditions Summer Weekday, Fair Weather and Adverse Weather Conditions Summer Weeknight, Fair Weather Conditions Summer Weekend, Fair Weather Conditions 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 DGS 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 13) are included. Enough cases will be run to ensure that representative ETE estimates are obtained for all potential scenarios.

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.

Time estimates were also determined for a Special Event scenario, the Grundy County Corn Fest, as discussed below in Section 6.5.

For this scenario, the entire EPZ evacuates, with vehicle demand from the Corn Fest added to the Summer Weekend case.

5-1

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 5-1: Potential Evacuation Areas for Dresden Station EPZ Wind Direction (from)

EPZ Sub-Areas 2-mile radius & 5 miles downwind WD 002 to 046 deg 1,3,4,7 WD 047 to 182 deg 1,3,4 WD 183 to 292 deg 1,3,4,12 WD 293 to 299 deg 1,3,4 WD 300 to 338 deg 1,3,4,9 WD 339 to 001 deg 1,3,4,7,9 5-mile radius & 10 miles downwind WD 002 to 026 deg 1, 3, 4, 7, 9,10,11, 12 WD 027 to 044 deg 1, 3, 4, 7, 8, 9,11, 12 WD 045 to 068 deg 1,3, 4, 7, 8, 9,12 WD 069 to 083 deg 1, 2, 3, 4, 5, 7, 8, 9,12 WD 084 to 092 deg 1, 2, 3, 4, 5, 7, 9,12 WD 093 to 112 deg 1, 2,3, 4, 7, 9,12 WD 113 to 143 deg 1,2,3, 4,6,7, 9, 12 WD 144 to 177 deg 1, 3, 4, 6,7,9,12 WD 178 to 199 deg 1, 3, 4,6,7,9,12,13 WD 200 to 225 deg 1, 3, 4,7,9,12,13 WD 226 to 249 deg 1, 3, 4,7,9,12,13,14 WD 250 to 266 deg 1, 3, 4,7, 9,12,14 WD 267 to 286 deg 1, 3, 4,7,9,12,14,15 WD 287 to 321 deg 1, 3, 4,7,9,12,15 WD 322 to 344 deg 1, 3,4, 7,9,12,15,16 WD 345 to 353 deg 1, 3, 4, 7, 9, 10, 12, 15, 16 WD 354 to 001 deg 1, 3, 4, 7, 9,10,12,16 Entire EPZ All 5-2

Exelon Generation V ARCADIS Dresden Station Evacuation Time Estimates 5.2 Initial Notification The EPZ surrounding DGS has an outdoor siren notification system consistent with the requirements of NUREG-0654, Rev. 1/FEMA-REP-1 Appendix 3. This system will be used by state and local officials to alert the population to turn on their radios and television sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages will commence on the designated television and Emergency Alert System (EAS) radio stations concurrent with sounding of the sirens. 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 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.

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 I 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 5-3

Exelon Generation C2 ARCADIS Dresden Station Evacuation Time Estimates events (ORNL, 1990). Loading distributions are explained below, and summarized in Figure 5-1.

5.4.1 Permanent and Seasonal Population Permanent and seasonal residents with access to automobiles will take varying amounts of time to begin evacuating. Some persons will leave as quickly as possible; 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 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months 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 75 minutes, 90% within 110 minutes, and 99% within 180 minutes. At night, with most household members at home, 50% would depart within 60 minutes, 90% within 95 minutes, and 99% within 165 minutes. These time profiles are generally consistent with observed behavior during evacuations for chemical releases.

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 waming 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 105 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

Exelon Generation V ARCADIS Dresden Station Evacuation Time Estimates 5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZ would also receive initial notification promptly.

Based upon data obtained from previous studies, vehicle departure times were developed that reflect a distribution of notification, preparation and mobilization times.

Consistent with the current off-site emergency response plans, 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 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 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 180 minutes. The school profile was also applied for daycare facilities.

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

Based upon previous studies, it was assumed that these facilities would begin to evacuate between 30 minutes and 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months following notification. The first 50% will depart within 90 minutes, 90% within 150 minutes, and 99% within 165 minutes.

5-5

C2 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Departure times - Dresden EPZ 0.8

't M 0.

resident day 0 0.6

-resident night

-worker 0.4

" 0.4-schools special E0.2 transit depend 0

0 50 100 150 200 time (minutes)

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

5.5.1 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, 5-6

C2 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates train, motorcycles, bicycles, and pedestrians. The two programs work together seamlessly, saving valuable time and resources.

Verified Evacuation Network

O-D Matrices

-Traffic Demand Volumes

-Travel Times

" Queue Lengths

" Bottlenecks Figure 5-2.

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

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

Once an initial solution was found in VISUM, the information was exported into VISSIM 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, 5-7

Exelon Generation V ARCADIS Dresden Station Evacuation Time Estimates schools, and the transit dependent population are developed separately; only the time to evacuate 100% of these population groups was needed.

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

The simulation process can be summarized as follows:

VISUM

1. Create every scenario based on

a. Background traffic

b. Time of day

c.

Day of week

d. Weather condition

e. Season

f. Wind Direction

g. Shadow traffic

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

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. ExporttoVISSIM.

VISSIM

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

5-8

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates

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.

5-9

Exelon Generation I

ARCADIS Dresden Station 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 I 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 I vehicles; 90% ETEs for the 2-mile zone range from 2:35 to 4:20, and 100% ETEs are 3:30 to 5:30. The times are longest for summer weekday and winter weekday scenarios with adverse weather.

For all zones out to 5 miles, the 90% ETEs are 4:55 to 6:15 and the 100%% ETEs are 6:25 to 7:25. For the full EPZ, the 90% ETEs are 4:30 to 6:35, while the 100% ETEs are 8:45 to 10:00.

It is interesting to note that the 90% ETEs for the full EPZ are shorter than the corresponding 90% ETEs for all zones to 5 miles.

The large population in zone 13 has good access to major highways and can evacuate quickly, while inner zones encounter more congestion on local roads. The 100% ETEs increase in all cases as the evacuated region expands.

All of the ETEs times are indicative of significant delays related to traffic congestion.

The large difference between 90% and 100% ETEs for the full EPZ cases reflects the time required for traffic to clear on a few congested evacuation routes.

Adverse weather adds up to 50 minutes for the summer weekday ETEs, and up to 80 minutes for the winter weekday ETEs.

6.2 Comparison with Previous Study The 90% ETEs for the current study are longer than the 100% ETEs from the 2003 study. Vehicle demand for the full EPZ for the current study (78,362 for Summer Weekday) is 77% higher than vehicle demand from 2003 (44,223) summer day). The new 90% ETE (with normal weather) is 4:35, compared to the 100% ETE of 3:35 (215 minutes) in 2003. The lower vehicle occupancy for the residential population is the biggest factor leading to higher vehicle demand and longer ETEs. The current ETEs also reflect the addition of background traffic and longer departure times (based on the survey of residents), particularly for the last 5 to 10% of the population.

6-1

Exelon Generation V2 ARCADIS Dresden Station Evacuation Time Estimates 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.

All of the 2-mile zone and 5-mile downwind PAR scenarios have very similar ETEs. These results reflect the strong influence of the relatively large population in ERPA 1, a 2-mile zone that is common to all PAR scenarios. The PAR scenarios for 5-mile zone plus downwind 10-mile sector again are all very similar. A number of the 10-mile zones have large enough population density to produce significant traffic congestion.

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 (3:00) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Dresden 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. Similarly, schools and nursing homes can bring resources on-site in preparation to evacuate.

Results for staged evacuation scenarios are summarized in Table 6-3. The 90 %

ETEs for the staged scenarios are consistently longer by 20 to 30 minutes than the corresponding "unstaged" ETEs. The 100% ETEs generally did not change significantly. The 100% times are controlled by congestion that persists long beyond the time when additional vehicles are departing to evacuate, with or without staged departure. The modeled results indicate that staged evacuation for Dresden would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone, and relatively little penalty, in terms of increased ETEs for the zones which would initially be ordered to shelter.

6.5 Special Event-Grundy County Corn Fest The Grundy County Corn Fest is held annually in late September in the city of Morris.

The estimated peak attendance at the festival is 10,000, including 9,200 fair-goers, 300 vendors, and 500 workers. Peak attendance occurs on the weekend (Friday evening, 6-2

Exelon Generation V2 ARCADIS Dresden Station Evacuation Time Estimates Saturday evening, and Sunday during the parade.) Roughly 10% of fair-goers and 40% of workers are local residents.

Corn Fest venues are spread over an area extending nine blocks N-S, from the North Stage on Depot Street to the Carnival at Riverfront City Park, and four blocks E-W, centered on Liberty Street. Vehicles will park along streets and in any available lots across the city, within walking distance of festival events.

During an emergency evacuation, visitors and non-local workers would walk to their vehicles and depart within 30 to 60 minutes. Traffic congestion would develop across an area extending about Y2 mile to the east and west of Liberty Street, and from the Illinois River north to Bedford Road (US 6), as virtually everyone would attempt to exit the city north and south via IL Route 47. Traffic management would direct visitors out of the city (either north or south) and then west out of the EPZ. The festival represents an estimated peak vehicle demand of up to 4,550 vehicles in addition to local residents (8,300 fair-goers at 2 persons per vehicle, plus 600 workers and vendors at 1.5 persons per vehicle = 4,150 + 400). Up to 50% of Morris' 13,600 residents live in the affected area, and many would be caught in the same traffic jam, adding another 3,579 vehicles (6,800 people at 1.93 per vehicle).

With traffic moving at 10 mph (2 lanes northbound, two lanes southbound), about 3,520 vehicles per hour could evacuate the city via IL 47. An additional 880 vehicles per hour could evacuate by traveling north on local streets in Morris (west of IL 47) and exit the city westbound via US 6 (Bedford Road, one lane).

At the rate of 4,400 vehicles per hour, it would require 111 minutes for all visitors, workers and residents to travel out of the city. Once free of local congestion, vehicles would travel out of the EPZ in less than 5 minutes. (From Morris, the travel distance out of the EPZ is less than two miles.) It would take vendors up to 120 minutes to shut down and secure their trailers before departing.

By the time most were ready to leave, severe local traffic congestion should be starting to ease. (Vehicles for vendors are included in the traffic demand discussed above.)

In summary, the total time estimated for visitors and residents to evacuate the city and depart from the EPZ during the Corn Fest is 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 41 minutes, including 45 minutes mobilization, 111 minutes for travel out of the city, plus 5 minutes travel to the EPZ boundary. This is about 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months shorter than the 90% ETE for the Summer Weekend scenario (4:45), as discussed above. Evacuation of Morris during the Grundy Corn Fest would create significant local traffic congestion in Morris and would require significant traffic management resources, but it does not represent a "worst case" ETE scenario with respect to evacuating the entire EPZ.

6-3

Exelon Generation C ARCADIS Dresden Station Evacuation Time Estimates 6.6 Sensitivity to Population Growth and Roadway Impact 6.6.1 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, and 15% of the EPZ residential population for the Winter Weekday, Normal Weather scenario. This scenario produced the longest ETE by season or time of day.

The population was increased in the same manner in the surrounding region, out to 15 miles.

Results are illustrated in Figure 6-2.

With a 10% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to 5:33, an increase of 18 minutes. With a 15% increase in population, the 90% ETE increased to 5:46, an increase of 31 minutes.

These results demonstrate that a I population increase of more than 10% above the 2010 census values would be required to cause the ETE to increase by 30 minutes. (Linear extrapolation indicates I that a population increase of just under 15% would produce an ETE increase of approximately 30 minutes.) Since the EPZ residential population for Dresden changed I by 51% between 2000 and 2010, it appears likely that an increase of 15% will occur before 2020.

The 100% ETEs increased more slowly than the 90% ETEs. With a 10% increase in population, the 100% ETE for the full EPZ increased by only 9 minutes, from 9:00 to 9:09. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs. The recommended "update threshold" for the Dresden EPZ, based on population growth, is therefore 10%.

6.6.2 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).

6-4

Exelon Generation C2 ARCADIS Dresden Station Evacuation Time Estimates This scenario is specified as Summer Weekday, Normal Weather for the Full EPZ. For Dresden, the five highest-volume roadways for this scenario are listed below:

1-80 eastbound (Joliet) - 7,750 vehicles US 6 northeast - 6,300 vehicles SR 113 southeast - 3,800 vehicles 1-55 northbound - 3,000 vehicles SR 53 northbound - 2,900 vehicles Since the highest volume roadway was a multi-lane highway (1-80 eastbound), the roadway impact tested was a closure of one lane of the highway. The lane closure did not cause significant re-routing of evacuees compared to the summer day scenario with no lane closure. The impact location is shown in Figure 6-3.

With the lane closure in place, the ETEs increased slightly from 4:35 (90%) and 9:00 (100%) to 4:41 (90%) and 9:00 (100%). Note that the increase ETEs are due to the bottleneck queue generated by the lane closure rather than evacuees taking alternate routes to avoid the queue. The traffic flow by link for the roadway impact scenario is also shown in Figure 6-3.

6.7 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 6-4 illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-5 compares the rate of vehicles loading onto the network to the frequency of departures. Both of these figures indicate that the rate of vehicles exiting the EPZ keeps pace with the rate of departures for the first several hours, but then declines as most remaining vehicles encounter queuing and congestion.

The parameters in Table 6-4 include an average travel speed for evacuating vehicles of 20.65 miles per hour, which indicates that traffic is encountering significant congestion during much of the simulation. The average travel time of 8.4 hours4.62963e-5 days 0.00111 hours 6.613757e-6 weeks 1.522e-6 months reflects travel to the designated reception centers, rather than the travel time to exit the EPZ.

6-5

Exelon Generation ARCADIS Dresden Station Evacuation Time Estimates 6.8 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 set of bus runs from Channahon, Morris, Shorewood and Joliet. 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:

48 minutes for the bus to traverse up to nine pickup points (4 miles at 20 mph = 12 minutes) and load passengers (4 minutes per stop = 36 minutes).

40 minutes to travel out to reception center (20 miles @ 40 mph = 30 minutes),

plus 10 minutes to unload; 29 minutes for driver break (5 minutes) plus return trip (20 miles at 50 mph = 24 minutes) to start Round 2; 0

54 minutes to complete Round 2: 48 minutes for pickups, as before, plus 6 minutes to travel 4 miles at 40 mph to EPZ boundary.

0 Total elapsed time: 4:21 minutes.

Evacuation of non-ambulatory residents via ambulance or WC bus/van would be accomplished in one round of trips: (1) 120 to 150 minutes for mobilization; (2) two or three pickups at 15 minutes each, plus 15 to 30 minutes for travel between stops; (3) up to 10 miles travel out of the EPZ at40 mph. Total elapsed time: 3:15 to 4:00.

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 90%

and 100% ETEs for the general population. Facility-specific estimates are based on the same three-step time sequence discussed above: (1) mobilization, (2) loading, and (3) travel out of the EPZ. Mobilization and loading times are generally the largest components. At nursing homes and assisted living facilities, ambulatory patients will require 15 minutes to load a bus or van, with multiple vehicles loading simultaneously.

WC vans and ambulances will require 30 minutes to load. While some school buses may mobilize more quickly depending on specific local circumstances, it will generally require on the order of 120 minutes to contact drivers, provide them with instructions and deploy them to assigned schools. For travel time, average speeds were estimated for the anticipated evacuation route, based on the traffic simulation for the Winter Day scenario. The simplified stepwise methodology used to determine these estimates provides a typical evacuation time, rather than an upper bound 90% or 100% value.

6-6

C2 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 6-1: Evacuation Time Estimate Summary for Dresden Station EPZ Summer Wine Midweek Daytim~e WpIeekndDytim~e Evening Midweek Daytime Datm Evng Affected ERPAs Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

Weather:

Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of Affected Areas 1,3,4 2-mile Zone 2:55 3:45 2:35 2:35 3:00 4:20 2:35 2:35 1,3,4,7,9,12 5-mile Zone 4:55 5:45 5:25 5:50 4:55 6:15 5:50 5:55 ALL 10-mile EPZ 4:35 5:25 4:30 4:45 5:15 6:35 4:45 5:10 100% Evacuation of Affected Areas 1,3,4 2-mile Zone 4:30 5:10 3:30 3:30 4:30 5:30 3:30 3:30 1,3,4,7,9,12 5-mile Zone 6:30 7:10 6:45 7:05 6:25 7:25 7:05 7:05 ALL 10-mile EPZ 9:00 9:40 9:00 8:55 9:00 10:00 8:45 9:00 6-7

V2 ARCADIS Exelon Generation Dresden Station 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 Midweek Daytime Weekend Daytime Evening Midweek Daytime Weekend Daytime Evening Affected Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

ERPAs Weather:

Normal Adverse Normal Normal Normal I Adverse Normal Normal 90% Evacuation of 2-mile Zone and 5 Miles Downwind 1,3,4,7,9 N,NNW 5:00 5:40 4:30 4:40 5:00 6:00 5:15 5:05 1,3,4,7 NNE,NE 4:50 5:30 4:20 4:30 5:00 6:00 5:15 5:05 1,3,4 ENE-SSE 5:05 5:30 5:05 5:20 5:15 6:00 5:10 5:10 1,3,4,12 S-WSW 4:40 5:20 4:10 4:20 4:30 5:30 4:45 4:35 1,3,4,12,15 W

4:40 5:20 4:10 4:20 4:30 5:30 4:45 4:35 1,3,4,9,12,15 WNW 4:40 5:20 4:10 4:20 4:30 5:30 4:45 4:35 1,3,4,7,9,15 NW 5:00 5:40 4:30 4:40 5:00 6:00 5:15 5:05 100% Evacuation of 2-mile Zone and 5 Miles Downwind 1,3,4,7,9 N,NNW 6:10 6:50 5:40 5:50 6:10 7:10 5:50 5:40 1,3,4,7 NNE,NE 6:00 6:40 5:30 5:40 6:10 7:10 5:50 5:40 1,3,4 ENE-SSE 6:00 6:40 5:45 5:50 6:10 7:10 5:35 5:30 1,3,4,12 S-WSW 5:50 6:30 5:20 5:30 5:40 6:40 5:20 5:10 1,3,4,12,15 W

5:50 6:30 5:20 5:30 5:40 6:40 5:20 5:10 1,3,4,9,12,15 WNW 5:50 6:30 5:20 5:30 5:40 6:40 5:20 5:10 1,3,4,7,9,15 NW 6:10 6:50 5:40 5:50 6:10 7:10 5:50 5:40 6-8

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

Summr Midweek Daytime Weekend Evening Midw~ee Daytime.

Weeken Evening Daytime

____Daytime Affected ERPAs Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

Weather:

Normal I Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of 5-mile Zone and 10 Miles Downwind 1,3,4,7,9,10,11,12,15,16 NNNW 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,3,4,7,8,9,10,11,12,16 NNE 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,3,4,5,7,8,9,11,12 NE 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,2,3,4,5,7,8,9,12 ENE 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,2,3,4,5,6,7,8,9,12 E

4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,2,3,4,5,6,7,9,12 ESE 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,2,3,4,6,7,9,12 SE 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,3,4,6,7,9,12,13 SSES 4:30 5:10 4:10 4:10 4:40 5:40 4:20 4:30 1,3,4,6,7,9,12,13,14 SSW 4:30 5:10 4:10 4:10 4:40 5:40 4:20 4:30 1,3,4,7,9,12,13,14 SW 4:30 5:10 4:10 4:10 4:40 5:40 4:20 4:30 1,3,4,7,9,12,13,14,15 WSW 4:30 5:10 4:10 4:10 4:40 5:40 4:20 4:30 1,3,4,7,9,12,14,15 W,WNW 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 1,3,4,7,9,12,15,16 NW 4:40 5:20 4:20 4:20 4:40 5:40 4:20 4:30 6-9

0 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates (c) 5-mile Zone plus 10 Miles Downwind (100% ETE)

Summer Winter Sumerkn Weekend Midweek Daytime Weekend Evening Midweek Daytime Weekend Evening Daytime Daytime Affected ERPAs Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

Weather:

Normal Adverse Normal Normal Normal Adverse Normal Normal 100% Evacuation of 5-mile Zone and 10 Miles Downwind 1,3,4,7,9,10,11,12,15,16 N,NNW 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,3,4,7,8,9,10,11,12,16 NNE 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,3,4,5,7,8,9,11,12 NE 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,2,3,4,5,7,8,9,12 ENE 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,2,3,4,5,6,7,8,9,12 E

9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,2,3,4,5,6,7,9,12 ESE 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,2,3,4,6,7,9,12 SE 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,3,4,6,7,9,12,13 SSE,S 8:50 9:30 8:30 8:30 9:00 10:00 8:40 8:50 1,3,4,6,7,9,12,13,14 SSW 8:50 9:30 8:30 8:30 9:00 10:00 8:40 8:50 1,3,4,7,9,12,13,14 SW 8:50 9:30 8:30 8:30 9:00 10:00 8:40 8:50 1,3,4,7,9,12,13,14,15 WSW 8:50 9:30 8:30 8:30 9:00 10:00 8:40 8:50 1,3,4,7,9,12,14,15 W,WNW 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 1,3,4,7,9,12,15,16 NW 9:00 9:40 8:40 8:40 9:00 10:00 8:40 8:50 6-10

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

Summer Winter WeedWeekend vnn Midweek Daytime Evening Midweek Daytime e

Evening Daytime Daytime Affected Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

ERPAs Weather:

Normal Adverse Normal Normal INormal Adverse Normal Normal 90% Evacuation of 2-mile Zone, then 5 Miles Downwind STAGED 1,3,4,7,9 N,NNW 5:45 6:25 5:15 5:25 5:45 6:45 6:00 5:50 1,3,4,7 NNE,NE 5:35 6:15 5:05 5:15 5:45 6:45 6:00 5:50 1,3,4 ENE-SSE*

5:05 6:15 5:05 5:20 5:15 6:45 5:10 5:10 1,3,4,12 S-WSW 5:25 6:05 4:55 5:05 5:15 6:15 5:30 5:20 1,3,4,12,15 W

5:25 6:05 4:55 5:05 5:15 6:15 5:30 5:20 1,3,4,9,12,15 WNW 5:25 6:05 4:55 5:05 5:15 6:15 5:30 5:20 1,3,4,7,9,15 NW 5:45 6:25 5:15 5:25 5:45 6:45 6:00 5:50 100% Evacuation of 2-mile Zone, then 5 Miles Downwind STAGED 1,3,4,7,9 N,NNW 6:35 7:15 6:05 6:15 6:35 7:35 6:15 6:05 1,3,4,7 NNE,NE 6:25 7:05 5:55 6:05 6:35 7:35 6:15 6:05 1,3,4 ENE-SSE*

6:00 7:05 5:45 5:50 6:10 7:35 5:35 5:30 1,3,4,12 S-WSW 6:15 6:55 5:45 5:55 6:05 7:05 5:45 5:35 1,3,4,12,15 W

6:15 6:55 5:45 5:55 6:05 7:05 5:45 5:35 1,3,4,9,12,15 WNW 6:15 6:55 5:45 5:55 6:05 7:05 5:45 5:35 1,3,4,7,9,15 NW 6:35 7:15 6:05 6:15 6:35 7:35 6:15 6:05 6-11

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

Lg 0.8 W~-

resident day C

0.6

-worker 0.4

-schools E

-special 8 0.2 f

transit depend 0

50 100 150 200 250 time (minutes)

Figure 6-1.

Departure Curves for Stage 2 Zones, Dresden EPZ 6-12

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Dresden -- Population Growth vs ETE (Full EPZ) 5:50 5:45

-Y

= 0.1417x + 0.2182 5:40 Rz = 0.9909

_ 5:35

5:30 lOmile in 5:25 Upper 5:20 5:15 Linear (lOmile) 5:10 0%

5%

10%

15%

20%

Pop Increase %

Figure 6-2.

Dresden Sensitivity of ETE to Population Growth (Winter Weekday, Normal Weather, Full EPZ) 6-13

C2 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Figure 6-3.

Dresden Predicted Traffic Volume by Link with 1-80 EB Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-14

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Evacuation Vehicles by Hour Crossing EPZ Boundary Fair Weather, Winter Day, Full EPZ Scenario 20 18 16 0

S 14 w

12

. me 10 2-mile 0

8 o

8M 5-mile

.~

6 E

10-mile 4

z 2

0 1

2 3

4 5

6 7

8 9

Simulation Hour 10-mile: 90% ETE = 5:15, 100% = 9:00 Figure 6-4.

Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-15

ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates 70 60

>0 50 40 30 j

Mobilization and Cumulative EPZ Evacuation 100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0%

Screenline

-Mobilization 20 10 0

0 100 200 300 400 500 Time after Evacuation Order Issued (min) 600 Figure 6-5.

Comparison of Vehicle Mobilization and Departure Rates (total vehicles 74,681) 6-16

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

Network Parameter All Vehicles Background and Evacuation Shadow Traffic Avg Delay (s) 9,995 2,861 12,565 Avg Stop Delay (s) 4,399 1,476 5,452 Avg # of Stops 1,965 466 2,505 Avg Speed (mph) 21.67 29.19 20.65 Avg Travel Time (hr) 6.51 2.42 8.44

of Completed Trips 63,142 20,236 42,906 6-17

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

Vehicles Distance Outbound Travel Mobilization Loading to EPZ Travel Time to ETE Facility Population Moiiain Time EPZ Type Time (min)

(me Boundary Speed Boundary (min)

(min)

(mi)

(mph) md (min)

Morris Hospital 539 2

WC Bus 120-150 30 5.5 58.10 6

156-186 5

Ambulance 120-150 30 156-186 4

BusNan 90-120 15 111-141 Walnut Grove Health Care 183 3

WC Bus 120-150 30 5.5 58.10 6

156-186 2

Ambulance 120 30 156 6

BusNan 90-120 15 111-141 Morris Healthcare & Rehab 202 4

WC Bus 120-150 30 5.5 58.10 6

156-186 Center 2

Ambulance 120 30 156 7

BusNan 90-120 15 111-141 Illinois Valley Industries 75 3

BusNan 90 30 5.5 58.10 6

126 Cambridge Home 10 1

BusNan 60 15 5.5 51.30 6

81 Troy Twp Sr Citizens Ctr 28 2

BusNan 60 15 5.5 51.30 6

81 Timbers of Shorewood 125 5

BusNan 60 30 1

51.30 1

91 Liberty Place (Cherokee Ridge) 10 1

BusNan 60 15 9.5 50.09 11 86 Park Place (Channahon) 11 1

BusNan 60 15 9.5 50.09 11 86 Embassy Care Center 232 8

BusNan 90 30 1.5 41.25 2

122 6-18

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

Vehicles Distance to Outbound Travel Time Mobilization Loading EPZ Travel toEPZ ETE Facility Population Time Time B u a

Spee Bo (mm)

Type (min)

(min)

Boundary Speed Boundary (min)

(mi)

(mph)

(min)

Minooka Elementary School 674 11 Bus 120 60 10 59.19 10 190 Minooka Intermediate 932 15 Bus 120 60 9.5 59.19 10 190 Minooka Jr High School 1,007 16 Bus 120 60 9

59.19 9

189 Minooka Sr High School 2,746 45 Bus 120 60 9

59.19 9

189 Minooka Primary (PK-K) 367 6

Bus 120 60 9

59.19 9

189 Aux Sable Elementary 709 12 Bus 120 60 11 59.19 11 191 Saratoga Elementary 847 14 Bus 120 60 4.5 58.10 5

185 Grundy Area Voc. School 639 10 Bus 120 60 5.5 58.10 6

186 Immaculate Conception Sch.

242 4

Bus 120 60 5.5 58.10 6

186 Morris High School 1,059 17 Bus 120 60 5.5 58.10 6

186 Shabbona Middle School 412 7

Bus 120 60 5.5 58.10 6

186 White Oak Elementary 936 15 Bus 120 60 5.5 58.10 6

186 Braceville Elementary 196 3

Bus 120 60 2.5 33.00 5

185 Coal City Elementary 364 6

Bus 120 60 4

39.51 6

186 Coal City High School 724 12 Bus 120 60 4

39.51 6

186 Coal City Intermediate 350 6

Bus 120 60 4

39.51 6

186 Coal City Middle School 542 9

Bus 120 60 4.5 39.51 7

187 Coal City Early Childhood 390 6

Bus 120 60 4.5 39.51 7

187 Channahon Jr High 430 7

Bus 120 60 9.5 50.09 11 191 NB Galloway Elementary 560 9

Bus 120 60 9.5 50.09 11 191 Three Rivers School 423 7

Bus 120 60 9.5 50.09 11 191 6-19

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

Vehicles Distance to Outbound Travel Time Mobilization Loading EPZ Travel to EPZ ETE Facility Population Time Time B u a Speed Bo (mm)

Type (min)

(min)

Boundary Speed Boundary (min)

(mi)

(mph)

(min)

Pioneer Path School 343 6

Bus 120 60 9.5 50.09 11 191 Heritage Trail School 560 9

Bus 120 60 1.5 39.83 2

182 Troy Craughwell School 570 9

Bus 120 60 1.5 39.83 2

182 Crossroads Elementary 668 11 Bus 120 60 1

25.52 2

182 Holy Family School 376 6

Bus 120 60 1

25.52 2

182 Joliet Christian School 88 1

Bus 60 15 1.5 25.52 4

79 Shorewood Elementary 572 9

Bus 120 60 5.5 51.30 6

186 Troy Middle School 994 16 Bus 120 60 2

39.83 3

183 Oremic Intermediate School 1,067 17 Bus 120 60 5.5 51.30 6

186 Hofer Elementary 462 8

Bus 120 60 5.5 51.30 6

186 Trinity Christian School + Pre 602 10 Bus 120 60 1.5 25.52 4

184 Lewis University 53 0

Bus 60 15 5.5 51.30 6

81 Walnut Trails Elementary 546 9

Bus 120 60 5.5 51.30 6

186 Elwood Community Consol.

482 8

Bus 120 60 3

48.26 4

184 Bruning Elementary 279 5

Bus 120 60 1.5 41.25 2

182 LJ Stevens Middle School 444 7

Bus 120 60 1.5 41.25 2

182 Trinity Services 28 0

Bus 60 15 1.5 41.25 2

77 Wilmington High School 527 9

Bus 120 60 1.5 41.25 2

182 St Rose School 160 3

Bus 90 30 1.5 41.25 2

122 Reed Custer Intermediate 564 9

Bus 120 60 3

39.51 5

185 Reed Custer High School 661 11 Bus 120 60 3

39.51 5

185 6-20

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

Vehicles Distance to Outbound Travel Time Mobilization Loading EPZ Travel to EPZ ETE Facility Population Time Time B u a

Spee Bo (mm)

Type (min)

(min)

Boundary Speed Boundary (min)

(mi)

(mph)

(min)

Childrens Crossing Learning Center 97 5

Van 120 30 10 59.19 10 160 Minooka United Methodist Church 23 2

Van 120 30 10 59.19 10 160 Step by Step Learning Center 168 4

Bus 120 30 4.5 58.10 5

155 Prairieland Day Care 47 3

Van 120 30 5.5 58.10 6

156 Kids Corner 28 2

Van 120 30 4

39.51 6

156 Step by Step IV Child Care 121 3

Bus 120 30 4

39.51 6

156 Godley Park District 119 3

Bus 120 30 4

39.51 6

156 Lighthouse Kids, Inc.

157 4

Bus 120 30 9.5 50.09 11 161 Joliet Jr College Day Care 47 3

Van 120 30 1.5 39.83 2

152 Garden Gate Montessori 94 3

Bus 120 30 1.5 39.83 2

152 Shorewood Early Learning Center 133 4

Bus 120 30 1.5 39.83 2

152 Methodist Preschool 24 2

Van 120 30 5.5 58.10 6

156 Rainbow Preschool 45 3

Van 120 30 5.5 58.10 6

156 Two Rivers Head Start 40 3

Van 120 30 4.5 58.10 5

155 Prairieland Kids Day Care 47 3

Van 120 30 5.5 58.10 6

156 Debbie's Day Care 97 3

Bus 120 30 1.5 39.83 2

152 Trinity Christian Preschool 47 3

Van 120 30 1.5 39.83 2

152 Chesterbrook Academy 191 5

Bus 120 30 1.5 39.83 2

152 Catholic Charities Head Start 222 6

Bus 120 30 1.5 39.83 2

152 Shepherd's Flock Pre-School 35 2

Van 120 30 5.5 58.10 6

156 Grace Lutheran Church Preschool 35 2

Van 120 30 5.5 58.10 6

156 6-21

Exelon Generation V ARCADIS Dresden Station 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 Dresden Station EPZ.

Traffic control plans for each county were reviewed to confirm that traffic management will be implemented at key intersections on all designated evacuation routes. Predicted queuing at high-volume intersections is summarized in Table 7-1. Only three of those intersections are located inside the EPZ.

(Volume increases as traffic flows downstream, since the traffic is directed to a small number of reception centers.) The average queue length is significant (240 feet) at one signalized intersection in Channahon.

The longest average queue (460 feet) is predicted at a signalized intersection outside of the EPZ in Joliet.

Another perspective on predicted traffic flow is provided in Appendix D by the maps of average travel speed by hour on road network links. These maps illustrate the slow travel during the first three hours in populated areas, as departing traffic converges on major evacuation routes. During hours 4 and 5, after most vehicles have initiated evacuation, congestion persists and intensifies on roadways in the area west of Joliet, with smaller pockets of slow travel around Wilmington and Morris.

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 Dresden indicate that traffic flow may encounter significant congestion inside the EPZ. The traffic flow maps provided in Appendix D and the data in Table 7-1 indicate one signalized intersection on U.S. 6 in Channahon where major queuing is predicted, and a second intersection outside the EPZ in south Joliet. These locations warrant attention to assess whether routing alternatives or proactive traffic management could achieve significant reduction in ETEs.

7-1

0 ARCADIS Exelon Generation Dresden Station Evacuation Time Estimates Table 7-1: Predicted Queues at High-Volume Intersections on the Road Network EPZ Average Intersection Name City/Town (IN or OUT)

Control Type Queue Volume (feet)

S LaGrange Ave (US 45) & 179th St Orland Hills OUT Signalized 77.43 34,102 1-80 EB merge with Raymond Ave Joliet OUT Uncontrolled 172.74 18,364 1-80 EB exit to IL 53 Joliet OUT Uncontrolled 173.10 18,322 1-80 EB exit ramp & Richards St Joliet OUT Signalized

<20 18,132 1-80 WB exit & S. LaGrange Rd (US 45)

Mokena OUT Signalized

<20 17,644 1-55 SB entrance from IL 47 Dwight OUT Uncontrolled

<20 16,348 1-55 SB exit ramp & W Mazon Ave Dwight OUT Two-way stop

<20 16,338 1-80 EB entrance from Richards St Joliet OUT Uncontrolled

<20 16,080 1-80 EB exit ramp & S Briggs St Joliet OUT Signalized 460.24 15,946 Channahon Rd (US 6) & Empress Rd Channahon IN Signalized

<20 15,136 1-80 EB entrance from S Briggs St Joliet OUT Uncontrolled

<20 14,914 1-80 EB exit ramp & Lincoln Hwy (US 30)

Joliet OUT Signalized 140.19 14,912 1-57 SB exit ramp & IL 50 Kankakee OUT Signalized

<20 14,504 1-80 EB exit ramp & S LaGrange Rd (US 45)

Mokena OUT Signalized 74.77 14,160 1-80 EB entrance from Empress/Houbolt Rd Channahon IN Uncontrolled

<20 14,142 1-80 EB exit to S Larkin Ave (IL 7)

Joliet OUT Uncontrolled 113.71 14,126 1-55 SB exit ramp & E Prairie St Odell OUT Two-way stop

<20 13,972 1-55 SB entrance from IL 53 Gardner OUT Two-way yield

<20 13,084 Channahon Rd (US 6) & McClintock Rd Channahon IN Signalized 238.91 12,848 E/W Jeffery St & Southeast Ave Kankakee OUT All-way stop 202.36 12,752 7-2

Exelon Generation 9 ARCADIS Dresden Station Evacuation Time Estimates

8.

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

NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparedness in Support of Nuclear Power Plants, NUREG-0654, FEMA-REP-1, Rev. 1, U.S. Nuclear Regulatory Commission, Federal Emergency Management Agency, November 1980.

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

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

ORNL, 1990:

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

8-1

V2 ARCADIS Appendix A Transient and Special Facility Population Data

Newark Ad I13 I;

%,Prton

CeC, Heigh-W Miooks Rd

?io a

some fg 12an Manhtta k.t Legend jo Facility Type Goo~

0 WORK oke Anerial 4

HOTELS Go~ak I*

RECREATION Legend C"

P0WWRd Dresden Plant Fei_'x 10 Miles from Plant

[I.] Township Boundary Sub-Area Boundary Coal ity EPZ Boundary Waupont Pe 0

2 4

ARCADIS Verona EXLNGNEAIN' DRESDEN GENERATING STATION POPULATION DISTRIBUTION - SUB-AREAS Appendix A Page 1 of 10

Nweimt 11d WIMmVo* Rd CI' Del.

e- '

I sable n....

Manatan Legend 0H#

1 Facilty Type

.i.~OD 0

',i ]*-

SCHOOL Lake

k A

DAYCARE A

w:

L. L SPECIAL X

Dresden Plant

.I

..'10 Miles from Plant W

Rdj Township Boundary Jr Sub-Area Boundary Waupomit Cit EPZ Boundary i

0 2

4 3

1 l

Mibs w Gral WRd Mazo

_o c-t, uz f

ARli E

10 P-,mW kr l

Verona Appendix A Page 2 of 10

Table A-1. Major Employers in Dresden EPZ Population Vehicles Winter Summer Winter Summer week-week-week-week-week-week-week-week-week-week-week-week-Facility ERPA day night end day night end day night end day night end INEOS Nova 3

135 15 0

FLINT HILLS RESOURCES 12 325 50 25 325 50 25 325 50 25 325 50 25 Dow Chemical Co 3

110 30 10 110 30 10 110 30 10 110 30 10 Exxon Mobil Corp 12 350 200 50 350 200 50 350 200 50 350 200 50 Kemlite Co Inc 12 350 0

350 350 0

350 Loders Croklaan 3

250 75 0

Metalstamp Inc 12 50 0

0 50 0

0 Northern Illinois Steel Supply 12 47 5

0 47 5

0 Packard Transport Inc 12 50 0

0 50 0

0 Romar Cabinet & Top Co 12 90 5

5 90 5

5 DOKA USA LTD 12 50 0

0 50 0

0 Chicago Aerosols, LLC 7

60 15 0

EVRON INDUSTRIES 7

70 10 0

Stepan Co (Chemical) 12 350 100 0

350 100 0

Caterpillar Tractor 13 1350 150 0

1350 150 0

ECO LAB 13 250 150 0

250 150 0

Johns-Manville Residential 13 85 15 0

85 15 0

Rovanco Piping Systems 13 60 10 0

60 10 0

INTERSTATE WAREHOUSING 13 50 0

0 50 0

0 INDICOM ELECTRIC CO INC 13 60 0

0 60 0

0 MEADE ELECTRIC CO INC 13 220 30 0

220 30 0

HOMAX PRODUCTS 13 100 10 0

100 10 0

COVIDIAN 13 90 9

0 90 9

0 DIETRICH METAL FRAMING 13 95 10 0

95 10 0

VOLVO PARTS NORTH AMERICAN 13 95 10 0

95 10 0

A&R TRANSPORT 13 100 15 15 100 15 15 100 15 15 100 15 15 MADISON WAREHOUSE 13 50 10 0

50 10 0

JOLIET AREA COMMUNITY HOSPICE 13 80 40 30 80 40 30 80 40 30 80 40 30 USF HOLLAND INC 13 100 20 20 100 20 20 100 20 20 100 20 20 NUMARK CREDIT UNION 13 50 0

0 50 0

0 National Guard - Infantry 13 50 25 100 50 25 100 50 25 100 50 25 100 CORNERSTONE SERVICES INC 13 80 20 0

80 20 0

Appendix A Page 3 of 10

Table A-1. Major Employers in Dresden EPZ Population Vehicles Winter Summer Winter Summer week-week-week-week-week-week-week-week-week-week-week-week-Facility ERPA day night end day night end day night end day night end U.S. Cold Storage 1

80 12 8

MACY'S LOGISTICS & OPERATIONS 6

180 40 20 180 40 20 180 40 20 180 40 20 EXEL LOGISTICS 1

70 15 0

AKZO Nobel Surface Chemistry 1

120 30 0

Aux Sable Liquid Products LP 1

55 5

0 55 5

0 Banner Equipment Company 2

50 0

0 50 0

0 Dresden Nuclear Station 4

750 150 60 750 150 60 600 150 60 600 150 60 Equistar Chemicals, LP 1

500 100 50 500 100 50 500 100 50 500 100 50 Interstate Wire Corp 2

40 10 10 40 10 10 40 10 10 40 10 10 Morris Herald 2

53 4

4 53 4

4 Northwestern Corp 5

50 0

0 50 0

0 Reichhold Chemical Inc 4

65 35 5

Sponge Cushion Corp 5

80 22 0

GRUNDY COUNTY COURTHOUSE 5

70 0

0 70 0

0 ILLINOIS VALLEY INDUSTRIES INC 5

60 5

5 60 5

5 GRUNDY COUNTY HEALTH DEPT 5

120 5

5 120 5

5 GRUNDYBANK 5

65 5

5 65 5

5 FIRST MIDWEST BANK 5

50 5

5 50 5

5 SAPA EXTRUSIONS INC 1

120 20 20 120 20 20 120 20 20 120 20 20 MAHONEY ENVIRONMENTAL 13 85 10 0

85 10 0

Brakur Custom Cabinetry Inc 13 180 0

0 180 0

0 R R Brink Locking Systems Inc 13 60 10 10 60 10 10 60 10 10 60 10 10 Dow Chemical Co 15 120 20 20 120 20 20 120 20 20 120 20 20 Precision Components, Inc 15 65 15 0

65 15 0

RON TIRAPELLI SUZUKI 13 45 25 10 45 25 10 45 25 10 45 25 10 EXPERT OPTICS INC 13 85 15 0

85 15 0

ACTION FOR KIDS 13 50 0

0 50 0

0 RESIDENTIAL DESIGN INC 13 50 0

0 50 0

0 TRINITY SERVICES ISLAND CITY 15 65 0

0 65 0

0 OPERATING ENGINEERS APPRNTCSHP 15 60 0

0 60 0

0 UNITED STATES COLD STORAGE 15 45 5

0 45 5

0 Appendix A Page 4 of 10

Table A-2. Recreation Areas and Facilities in Dresden EPZ Population Vehicles Sub-winter summer winter summer week-week-week-week-week-week-I week-week-week-week-week-week- 0cc Facility Area day night end day night end I day night end day night end Fac Adjust Grundy Rod & Gun Club McKinley Woods Forest Preserve Gebhard Woods State Park William G Stratton State Park Big Basin Marina Channahon Community Park District Channahon Lanes Illinois & Michigan Canal State Park Hollywood Casino Hammel Woods Forest Preserve Inwood Golf Course and Recreation Area Leisure Lakes Family Resort Challenge Park Extreme Joliet Splash Station Water Park Lower Rock Run Forest Preserve Galowich YMCA Jefferson Square Mall plus Braidwood Recreational Club (non camping)

Braidwood Recreational Club (camp)

Shadow Lakes Wilmington Recreation Area Club(non camping)

Wilmington Recreation Area Club(camping)

Area #1 Outdoor Club Cinder Ridge Golf Course & Driving Range Fossil Rock Recreation Area (non camping) 2 3

5 5

12 12 12 12 13 13 13 13 13 13 13 13 13 16 16 16 15 15 9

9 15 25 5

100 20 100 50 90 180 900 10 90 50 375 0

45 150 900 18 0

0 7

0 14 0

50 200 100 300 0

30 50 0

50 0

600 600 25 1000 0

300 0

500 100 180 360 360 360 0

200 600 0

875 112.5 150 60 90 90 60 560 790 90 1090 3000 4500 1800 3000 4500 0

30 40 0

50 90 240 150 90 240 50 125 300 300 300 0

1000 750 750 1000 0

0 500 750 1000 45 75 45 45 75 112.5 112.5 150 112.5 112.5 1350 2700 750 1200 2400 17 2

40 8

40 20 60 72 600 4

60 20 150 0

30 100 510 12 0

0 0

0 40 0

75 24 2000 0

60 20 0

0 30 75 765 0

0 0

0 33 133 67 200 12 20 0

20 240 240 10 400 0

120 0

200 72 144 144 144 80 240 0

350 100 40 60 60 224 316 36 436 3000 1200 2000 3000 12 16 0

20 160 100 60 160 50 120 120 120 400 300 300 400 0

200 300 400 50 30 30 50 75 100 75 75 1530 425 680 1360 17 532 0

760 0

100 100 100 0

833 0

1190 Occ1.5 2.5 2.5 2.5 2.5 2.5 1.5 2.5 1.5 2.5 1.5 2.5 2.5 2.5 1.5 1.5 1.5 0.85 0

0 0

0 25 798 0

1140 0

300 300 300 0

1250 0

1785 1.5 3

1.5 10 105 0

150 1 5

7 70 0

100 1 1.5 1

1 1

1 0

300 300 300 0

20 70 0

100 9

0 100 100 100 13 47 0

67 3

1.5 1.5 1.5 30 0

43 68 0

0 0

0 14 0

97 1 20 0

29 45 0

65 0

0 9

0 13 20 1

0 Appendix A Page 5 of 10

Table A-2. Recreation Areas and Facilities in Dresden EPZ Population Vehicles winter summer winter summer week-week-week-week-week-week-week-week-week-week-week-week-Sub-Area Occ Facility day night end day niuht end I day night end day niaht end IFac Adjust 4-4 4

Fossil Rock Recreation Area (camping)

Lake Point Club Will County Sportsmen's Club New Lenox Sportsmen's Club Boy Scouts of America (non camping)

Boy Scouts of America (camping)

Des Plaines Conservation Area (non camping)

Des Plaines Conservation Area(camping)

Midewin National Tall Grass Prairie Three Rivers Marina Wilmington Island Park District CECO Recreation Cluc Coal City Area Club (non camping)

Coal City Area Club(camping)

Mazonia State Fish & Wildlife Area Forsythe Woods Forest Preserve (non camping)

Forsythe Woods Forest Preserve (camping) shopping district Mifiooka shopping district Morris 47 shopping district Shorewood 59 15 9

15 15 4

4 0

42 35 7

0 0

0 948 948 948 60 756 0

1080 50 140 0

200 10 210 0

300 0

280 0

400 0

600 600 600 0

28 23 5

0 0

0 316 316 316 40 504 0

720 33 93 0

133 7

140 0

200 0

187 0

267 0

200 200 200 3

1 175 250 210 0

300 1 117 0

167 140 0

200 3

15 3

15 7

7 7

10 0

35 7

18 35 0

0 70 0

66 66 66 50 18 0

25 10 56 0

80 25 350 0

500 50 315 0

450 0

70 0

100 0

300 300 300 100 1750 0

2500 0

23 5

12 23 0

0 47 0

0 0

22 22 22 33 12 0

17 7

37 0

53 17 233 0

333 33 210 0

300 0

47 0

67 0

100 100 100 67 1167 0

1667 3

1 1.5 1

1.5 1

3 1

1.5 1

3 1

1.5 1

3 1

1.5 1

3 1

1.5 0.75 1.5 0.75 1.5 0.85 15 1 18 25 109 0

155 1 12 0

17 72 0

103 15 1

0 1

375 0

450 0

27 27 27 0

600 300 375 450 188 0

225 563 765 0

9 9

9 300 150 188 225 750 300 450 600 1020 510 638 850 2

900 13 900 1125 1500 600 900 1200 450 1350 1800 900 1125 1500 510 Appendix A Page 6 of 10

Table A-3. Hotels and Motels in Dresden EPZ Population Vehicles Sub-week-week-week-week-week-week-Facility Area units staff day night end day night end Holiday Inn Express 2

60 3

93 93 93 63 63 63 Morris Comfort Inn 2

50 3

78 78 78 53 53 53 Morris Motel 2

32 2

50 50 50 34 34 34 Park Motel 2

24 1

37 37 37 25 25 25 Super 8 Motel 2

59 3

91 91 91 62 62 62 Knights Inn 9

34 2

53 53 53 36 36 36 Manor Motel 12 77 4

119 119 119 81 81 81 Best Budget Inn 13 103 5

160 160 160 108 108 108 Elks Motel 13 30 2

47 47 47 32 32 32 Fairfield Inn 13 64 3

99 99 99 67 67 67 Hampton Inn 13 89 4

138 138 138 93 93 93 Ramada Inn Ltd 13 70 4

109 109 109 74 74 74 Townplace Suites 13 113 6

175 175 175 119 119 119 Empress Casino Hotel 13 101 5

157 157 157 106 106 106 Wingate 13 81 4

126 126 126 85 85 85 Best Western 13 62 3

96 96 96 65 65 65 Chicago Days Inn Joliet 13 117 6

181 181 181 123 123 123 Sun Motel 16 45 2

70 70 70 47 47 47 Appendix A Page 7 of 10

Table A-4. Schools in Dresden EPZ Sub School Area Istudent staff bus van Minooka Elementary School 1

607 67 11 Minooka Intermediate 1

839 93 15 Minooka Jr High School 1

906 101 16 Minooka Sr High School 1

2471 275 45 Aux Sable Elementary 1

638 71 12 Saratoga Elementary 2

762 85 14 Grundy Area Voc. School 5

575 64 10 Immaculate Conception Sch.

5 218 24 4

Morris High School 5

953 106 17 Shabbona Middle School 5

371 41 7

White Oak Elementary 5

842 94 15 Coal City Elementary 7

328 36 6

Braceville Elementary 10 176 20 3

Coal City High School 10 652 72 12 Coal City Intermediate 10 315 35 6

Coal City Middle School 10 488 54 9

Coal City Early Childhood 10 351 39 6

Channahon Jr High 12 387 43 7

NB Galloway Elementary 12 504 56 9

Three Rivers School 12 381 42 7

Pioneer Path School 12 309 34 6

Heritage Trail School 13 504 56 9

Troy Craughwell School 13 513 57 9

Crossroads Elementary 13 601 67 11 Holy Family School 13 338 38 6

Joliet Christian School 13 79 9

1 Shorewood Elementary 13 515 57 9

Troy Middle School 13 895 99 16 Oremic Intermediate School 13 960 107 17 Hofer Elementary 13 416 46 8

Trinity Christian School + Preschool 13 542 60 10 Lewis University 13 48 5

0 2

Elwood Community Consol.

14 434 48 8

Bruning Elementary 15 251 28 5

LJ Stevens Middle School 15 400 44 7

Trinity Services 15 25 3

0 Wilmington High School 15 474 53 9

St Rose School 15 144 16 3

Reed Custer Intermediate 16 508 56 9

Reed Custer High School 16 595 66 11 Reed Custer Middle School 16 391 43 7

Minooka Primary (PK-K) 1 330 37 6

Walnut Trails Elementary 13 491 55 9

Appendix A Page 8 of 10

Table A5. Daycare Facilities in Dresden EPZ Facility Sub-Area children staff van bus Childrens Crossing Learning Center 1

83 14 5

Minooka United Methodist Church 1

19 4

2 Step by Step Learning Center 2

149 19 4

Prairieland Day Care 5

40 7

3 Kids Corner 10 24 4

2 Step by Step IV Child Care 10 103 18 3

Godley Park District 10 102 17 3

Lighthouse Kids, Inc.

12 134 23 4

Joliet Jr College Day Care 13 40 7

3 Garden Gate Montessori 13 80 14 3

Shorewood Early Learning Center 13 114 19 4

Methodist Preschool 5

20 4

2 Rainbow Preschool 8

38 7

3 Two Rivers Head Start 2

34 6

3 Prairieland Kids Day Care 5

40 7

3 Debbie's Day Care 13 83 14 3

Trinity Christian Preschool 13 40 7

3 Chesterbrook Academy 13 163 28 5

Catholic Charities Head Start 13 190 32 6

Shepherd's Flock Pre-School 16 30 5

2 Grace Lutheran Church Preschool 15 30 5

2 Appendix A Page 9 of 10

Table A-6. Hospitals, Nursing Homes and Assisted Living in Dresden EPZ Sub staff ambu-wheel-Facility City Area residents staff day nt/wkd lance van chair bus Morris Hospital Morris 5

89 450 150 5

4 2

Walnut Grove Health Care Morris 2

123 60 15 2

6 3

Cambridge Home Shorewood 13 4

6 2

1 Liberty Place (Cherokee Ridge)

Channahon 12 4

6 2

1 Park Place (Channahon)

Channahon 13 4

7 2

1 Morris Healthcare & Rehab Center Morris 5

142 60 18 2

7 4

Embassy Care Center Wilmington 15 135 97 20 8

Troy Twp Sr Citizens Ctr Shorewood 13 26 2

0 2

Illinois Valley Industries Morris 5

60 15 0

3 Timbers of Shorewood Shorewood 13 100 25 5

5 Appendix A Page 10 of 10

ARCADIS Appendix B Telephone Survey of EPZ Residents

Dresden EPZ Summary of Telephone Survey Results Completed surveys Data Uncertainty + or - 5%

at 95% confidence level total population total HH persons per HH Results (after adjustment) vehicles used to evacuate when all at home fraction taking I vehicle fraction taking 2 veh fraction taking 3 or more Work Outside Home one or more work outside Of those who work outside take vehicle to work evacuate direct from work stay outside EPZ return home to evacuate one returns 2 or more return Shifts Weekday Swing shift Graveyard evening/weekend rotate 385 106100 37881 2.80 1.45 0.64 0.31 0.05

(%of HH) 74.8 percent 94.5 24.8 18.9 56.3 32.1 24.2 (percent) 70.7 8.3 4.5 8.2 8.3 Demographic Adjustment census 2010 SURVEY age for head adjustment Age Mix

Response

of household factor (percent)

(percent) under 55 33.8 64.5 1.91 55-64 24.4 17.3 0.71 65 and over 42.3 18.2 0.43 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 0.16 0.02 0.02 0.02 travel home 0.48 0.30 0.09 0.08 0.05 depart after work return 0.42 0.41 0.08 0.05 0.05 0 to 20 20 to 40 40 to 60 60 to 90

> 90 depart (all at home) 0.31 0.46 0.14 0.05 0.03 Appendix B page 1 of 7

13662 LH/CH ARCADIS Exelon Survey Final v6 - August 23, 2011 INTRODUCTION Hello, my name is and I am calling from MDC Research, a public opinion firm. We are conducting a brief survey to gather information from households in your area about emergency response planning, and we'd like to include your opinions. This survey is being conducted on behalf of the (insert facility name) Nuclear Facility, and will take approximately 5 minutes to complete. We are not trying to sell you anything. The information gathered fiom this survey will help local agencies more effectively provide community assistance should 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 QI How many people currently reside in your household?

Record:

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

Arcadis Exelon 1

©20 11. Market Decisions Corporation Appendix B Page 2 of 7

13662 LH/CH Record:

of vehicles 997 None - SKIP TO Q14 998 (DO NOT READ) Refused Q3 How many members of your household are over the age of 16?

Record:

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

Record:

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

Record _--

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

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

11 Currently unemployed/actively looking for work 12 Retired 13 On Disability or leave of absence 14 Student/continuing education 15 Homemaker 99 Other - please specify SKIP TO 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

©201 1. Market Decisions Corporation Appendix B Page 3 of 7

13662 LH/CH 1

Self 2

Spouse or significant other 3

Parent of child 4

Other relative or in-law 5

Roommate 6

Boarder 7

Other Q6B Which of the following best describes this person's usual work schedule?

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

©20 11. 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?

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 Q11 Are any of the licensed drivers in your household restricted to daytime driving only?

1 Yes 2

No 9

(DO NOT READ) Refused Q12 If an evacuation were ordered when all household members were at home (for example, at night or on a weekend), approximately how long would it take your household to Arcadis Exelon 4

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

2 3

4 5

Less than 20 minutes to depart 20 to 40 minutes to depart 40 to 60 minutes to depart 60 to 90 minutes to depart; or 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 2

9 Yes No - SKIP TO Q15 (DO NOT READ) Refused Q14A (ASK IF Q14=1) 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

2 3

4 Spring Summer Fall 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 2

Yes No Arcadis Exelon 5

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

©20 11. Market Decisions Corporation Appendix B Page 7 of 7

ARCADIS Appendix C Roadway Network Map and Data Table

-ET-Aalsi 346574 w-1113 4

in,,,*

eg n 2

40 Roadway Network 9m for Dresden Station ETE Analysis August 2012 Legend 0Dresden Station Nodes Road Classification Freeway 18 165 1307 1_4 Principal Arterial Major Artenial Minor Arterial Collector Local Rd Dresden EPZ Be22 231 232 t,

ID02 ARCADIS m

Infrawticture. Water Enwwonment 8uidings 24 ll..

1021I Ot Appendix C - Page I of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 1 112 113 1.009 12 1

Principal Arterial 1600 55 2

113 112 1.009 12 1

Principal Arterial 1600 55 3

114 115 0.019 12 1

Principal Arterial 1600 45 4

115 114 0.019 12 1

Principal Arterial 1600 45 5

116 117 0.741 12 1

Principal Arterial 1600 55 6

117 116 0.741 12 1

Principal Arterial 1600 55 7

118 119 0.73 12 1

Principal Arterial 1600 55 8

119 118 0.73 12 1

Principal Arterial 1600 55 9

123 125 0.673 12 1

Principal Arterial 1600 55 10 125 123 0.673 12 1

Principal Arterial 1600 55 11 124 126 1.63 11 1

Major Arterial 1300 30 12 126 124 1.63 11 1

Major Arterial 1300 30 13 121 127 1.005 12 1

Major Arterial 1300 45 14 127 121 1.005 12 1

Major Arterial 1300 45 15 127 128 1.426 12 2

Major Arterial 2700 45 16 128 127 1.426 12 2

Major Arterial 2700 45 17 129 128 0.55 12 1

Ramp 1500 35 18 128 130 0.473 12 1

Ramp 1500 35 19 131 132 0.382 12 1

Principal Arterial 1600 55 20 132 131 0.382 12 1

Principal Arterial 1600 55 21 135 134 0.992 12 1

Ramp 1500 35 22 136 137 0.818 12 1

Ramp 1500 35 23 134 136 0.038 12 1

Major Arterial 1300 45 24 139 140 0.129.

12 1

Principal Arterial 1600 45 25 140 139 0.129 12 1

Principal Arterial 1600 45 26 139 141 0.072 11 1

Major Arterial 1300 35 27 141 139 0.072 11 1

Major Arterial 1300 35 28 140 141 0.098 11 1

Minor Arterial 1300 35 29 141 140 0.098 11 1

Minor Arterial 1300 35 30 143 142 0.892 12 1

Ramp 1500 35 31 144 145 1.231 12 1

Ramp 1500 35 32 142 144 0.044 12 1

Major Arterial 1300 45 33 144 142 0.044 12 1

Major Arterial 1300 45 34 148 147 0.36 12 1

Ramp 1500 45 35 147 149 0.08 12 1

Major Arterial 1300 45 36 149 147 0.08 12 1

Major Arterial 1300 45 37 147 150 0.384 12 1

Major Arterial 1300 45 38 150 147 0.384 12 1

Major Arterial 1300 45 39 151 152 0.039 12 1

Minor Arterial 1300 40 40 153 151 0.15 12 1

Ramp 1500 35 41 155 156 0.263 12 1

Principal Arterial 1600 55 42 156 155 0.263 12 1

Principal Arterial 1600 55 43 157 158 0.245 12 1

Ramp 1500 35 44 160 159 0.309 12 1

Ramp 1500 35 45 159 161 0.109 12 1

Principal Arterial 1600 45 46 161 159 0.109 12 1

Principal Arterial 1600 45 47 159 163 0.207 12 1

Ramp 1500 35 48 165 166 1.002 12 1

Major Arterial 1300 45 49 166 165 1.002 12 1

Major Arterial 1300 45 50 168 169 0.211 12 1

Major Arterial 1300 45 51 169 168 0.211 12 1

Major Arterial 1300 45 52 171 172 0.499 12 1

Principal Arterial 1600 45 53 172 171 0.499 12 1

Principal Arterial 1600 45 54 173 174 0.988 12 1

Ramp 1500 35 55 175 173 0.617 12 1

Ramp 1500 35 Page 1 of 55 Page1 o 55Appendix C - Page 2 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehihr) 56 184 185 0.219 12 1

Principal Arterial 1600 45 57 185 184 0.219 12 1

Principal Arterial 1600 45 58 187 188 0.143 12 1

Major Arterial 1300 45 59 188 187 0.143 12 1

Major Arterial 1300 45 60 184 189 0.911 12 1

Principal Arterial 1600 55 61 189 184 0.911 12 1

Principal Arterial 1600 55 62 182 190 1.001 12 1

Major Arterial 1300 45 63 190 182 1.001 12 1

Major Arterial 1300 45 64 188 191 0.07 12 1

Major Arterial 1300 45 65 191 188 0.07 12 1

Major Arterial 1300 45 66 192 193 0.079 12 1

Major Arterial 1300 45 67 193 192 0.079 12 1

Major Arterial 1300 45 68 193 194 0.206 12 1

Ram p 1500 35 69 196 195 0.296 12 1

Ramp 1500 35 70 195 197 0.035 12 1

1 Principal Arterial 1600 45 71 197 195 0.035 12 1

Principal Arterial 1600 45 72 197 198 0.325 12 1

Principal Arterial 1600 45 73 198 197 0.325 1

12 1

Principal Arterial 1600 45 74 199 193 0.275 12 1

Ramp 1500 35 75 195 200 0.193 12 1

Ramp 1500 35 76 205 206 0.178 11 1

Major Arterial 1300 25 77 206 205 0.178 11 1

Major Arterial 1300 25 78 206 207 0.124 11 1

Major Arterial 1300 25 79 207 206 0.124 11 1

Major Arterial 1300 25 80 210 211 0.151 12 1

Principal Arterial 1600 35 81 211 210 0.151 12 1

Principal Arterial 1600 35 82 211 215 0.126 12 1

Principal Arterial 1600 35 83 215 211 0.126 12 1

Principal Arterial 1600 35 84 215 216 0.061 12 1

Principal Arterial 1600 45 85 216 215 0.061 12 1

Principal Arterial 1600 45 86 218 219 0.121 12 1

Collector /Local Road 1300 45 87 219 218 0.121 12 1

Collector /Local Road 1300 45 88 221 217 1.005 12 1

Ramp 1500 35 89 221 222 0.209 12 1

Collector / Local Road 1300 45 90 222 221 0.209 12 1

Collector /Local Road 1300 45 91 213 225 0.326 12 1

Principal Arterial 1600 55 92 225 213 0.326 12 1

Principal Arterial 1600 55 93 225 229 0.62 1 12 1

Principal Arterial 1600 55 94 229 225 0.62 1 12 1

Principal Arterial 1600 55 95 231 232 4.11 12 1

Major Arterial 1300 45 96 232 231 4.11 12 1

Major Arterial 1300 45 97 123 238 1.513 12 1

Principal Arterial 1600 55 98 238 123 1.513 12 1

Principal Arterial 1600 55 99 ill 239 3.312 12 1

Principal Arterial 1600 55 100 239 ill 3.312 12 1

Principal Arterial 1600 55 101 240 241 0.096 12 1

Principal Arterial 1600 45___

102 241 240 0.096 12 1

Principal Arterial 1600 4

103 203 242 0.263 12 1

Major Arterial 1300 55___

104 242 203 0.263 12 1

Major Arterial 1300 55___

105 166 167 1.004 12 1

Major Arterial 1300 45___

106 167 166 1.004 12 1

Major Arterial 1300 45___

107 114 116 1.494 12 1

Principal Arterial 1600 55___

108 116 114 1.494 12 1

Principal Arterial 1600 55___

109 113 115 1.012 12 1

Principal Arterial 1600 55 110 115 113 1.012 12 1

Principal Arterial 1600 55 ill 219 244 0.172 12 1

Collector/ Local Road 1300 40 Page 2 of 55 Page 2of 55Appendix C - Page 3 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 112 244 219 0.172 12 1

Collector /LocaliRoad 1300 40 113 227 244 0.314 12 1

Collector / Local Road 1300 40 114 244 227 0.314 12 1

Collector /Local Road 1300 40 115 245 246 1.376 12 1

Principal Arterial 1600 55 116 246 245 1.376 12 1

Principal Arterial 1600 55 117 247 248 1.004 12 1

Major Arterial 1300 55 118 248 247 1.004 12 1

Major Arterial 1300 55 119 146 149 0.938 12 1

Major Arterial 1300 45 120 149 146 0.938 12 1

Major Arterial 1300 45 121 189 246 0.706 12 1

Principal Arterial 1600 55 122 246 189 0.706 12 1

Principal Arterial 1600 55 123 162 176 0.999 12 1

Principal Arterial 1600 45 124 176 162 0.999 12 1

Principal Arterial 1600 45 125 138 139 0.741 12 1

Principal Arterial 1600 45 126 139 138 0.741 12 1

Principal Arterial 1600 45 127 250 251 1.568 12 1

Minor Arterial 1300 40 128 251 250 1.568 12 1

Minor Arterial 1300 40 129 150 254 0.135 12 1

Major Arterial 1300 45 130 254 150 0.135 12 1

Major Arterial 1300 45 131 254 255 0.056 12 1

Ramp 1500 35 132 255 256 0.665 12 1

Ramp 1500 35 133 150 255 0.139 12 1

Ramp 1500 35 134 152 257 0.118 12 1

Major Arterial 1300 45 135 257 258 0.062 12 1

Ramp 1500 35 136 258 253 0.612 12 1

Ramp 1500 35 137 152 258 0.132 12 1

Ramp 1500 35 138 221 259 0.081 12 1

Collector/I Local Road 1300 45 139 259 221 0.081 12 1

Collector / Local Road 1300 45 140 260 221 0.054 12 1

Ramp 1500 35 141 260 259 0.029 12 1

Ramp 1500 35 142 249 261 0.044 12 1

-Major Arterial 1300 45 143 261 262 0.016 12 1

Major Arterial 1300 45 144 262 261 0.016 12 1

Major Arterial 1300 45 145 185 262 0.303 12 1

Principal Arterial 1600 35 146 262 185 0.303 12 1

Principal Arterial 1600 35 147 249 262 0.034 12 1

Principal Arterial 1600 35 148 262 249 0.034 12 1

Principal Arterial 1600 35 149 263 157 0.295 12 1

Ramp 1500 35 150 266 267 0.117 12 1

Collector / Local Road 1300 40 151 267 266 0.117 12 1

Collector/ Local Road 1300 40 152 128 270 0.207 12 2

-Major Arterial 2700 45 153 270 128 0.207 12 2

Major Arterial 2700 45 154 290 289 0.046 12 2

Freeway 4100 65 155 325 324 0.055 12 2

Freeway 4100 65 156 328 327 0.338 12 2

Freeway 4100 65 157 335 334 0.496 12 2

Principal Arterial 3200 45 158 339 340 0.627 12 2

Principal Arterial 3200 45 159 340 339 0.627 12 2

Principal Arterial 3200 45 160 342 343 0.319 12 1

Principal Arterial 1600 45 161 343 342 0.319 12 1

Principal Arterial 1600 45 162 346 356 1.65 12 2

Principal Arterial 3200 45 163 356 346 1.65 12 2

Principal Arterial 3200 45 164 353 336 0.328 12 1

Ramp 1500 35 165 363 364 0.227 12 1

Minor Arterial 1300 40 166 364 363 0.227 12 1

Minor Arterial 1300 40_

167 369 368 0.574 12 1

Ramp 1500 35 Page 3 of 55 Page 3of 55Appendix C - Page 4 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 168 368 366 0.149 12 2

Principal Arterial 3200 45 169 372 374 1

12 1

Collector!/ Local Road 1300 40 170 374 372 1

12 1

Collector / Local Road 1300 40 171 375 338 1.604 12 1

Ramp 1500 35 172 378 382 0.325 12 2

Principal Arterial 3200 45 173 382 378 0.325 12 2

Principal Arterial 3200 45 174 384 385 0.152 12 2

Major Arterial 2700 45 175 385 384 0.152 12 2

Major Arterial 2700 45 176 386 387 2.11 12 1

Ramp 1500 35 177 388 389 0.124 12 1

Minor Arterial 1300 40 178 389 388 0.124 12 1

Minor Arterial 1300 40 179 385 389 0.122 12 1

Collector!/ Local Road 1300 40 180 389 385 0.122 12 1

Collector!/ Local Road 1300 40 181 384 389 0.091 12 1

Minor Arterial 1300 40 182 389 384 0.091 12 1

Minor Arterial 1300 40 183 391 392 0.03 12 1

Major Arterial 1300 45 184 392 391 0.03 12 1

Major Arterial 1300 45 185 393 394 0.036 12 1

Collector! Local Road 1300 40 186 394 393 0.036 12 1

Collector! Local Road 1300 40 187 395 396 0.029 12 1

Collector!/ Local Road 1300 40 188 396 395 0.029 12 1

Collector /Local Road 1300 40 189 366 398 0.021 12 2

Minor Arterial 2600 40 190 398 366 0.021 12 2

Minor Arterial 2600 40 191 406 405 0.027 12 1

Collector!/ Local Road 1300 40 192 406 408 0.023 12 1

Major Arterial 1300 45 193 408 406 0.023 12 1

Major Arterial 1300 45 194 405 408 0.02 12 1

Collector!/ Local Road 1300 40 195 408 405 0.02 12 1

Collector/ Local Road 1300 40 196 408 411 0.021 12 1

Collector /Local Road 1300 40 197 411 408 0.021 12 1

Collector /Local Road 1300 40 198 412 413 0.036 12 1

Principal Arterial 1600 45 199 412 414 0.034 12 1

Collector/ Local Road 1300 45 200 413 414 0.04 12 1

Principal Arterial 1600 45 201 414 413 0.04 12 1

Principal Arterial 1600 45 202 420 421 0.026 12 1

Principal Arterial 1600 45 203 421 420 0.026 12 1

Principal Arterial 1600 45 204 437 433 0.063 12 1

Principal Arterial 1600 45 205 440 441 0.066 12 1

Minor Arterial 1300 40 206 441 440 0.066 12 1

MinorArterial 1300 40 207 443 445 0.057 12 1

Principal Arterial 1600 45 208 446 442 0.15 12 2

Principal Arterial 3200 45 209 446 447 0.009 12 1

Minor Arterial 1300 40 210 447 446 0.009 12 1

Minor Arterial 1300 40 211 442 447 0.147 12 2

Principal Arterial 3200 45 212 444 450 0.065 12 1

Principal Arterial 1600 45 213 450 444 0.065 12 1

Principal Arterial 1600 45 214 354 440 0.192 12 1

Minor Arterial 1300 40 215 440 354 0.192 12 1

Minor Arterial 1300 40 216 452 453 1.121 12 2

Principal Arterial 3200 45 217 453 452 1.121 12 2

Principal Arterial 3200 45 218 450 454 0.04 12 1

Minor Arterial 1300 40 219 454 450 0.04 12 1

Minor Arterial 1300 40 220 455 446 0.157 12 2

Principal Arterial 3200 45 221 457 458

!0.075 12 1

Pr incipal Arterial 1600 45 222 457 459 0.073 12 1

Collector!/ Local Road 1300 45 223 1459 457 0.073 12 1

Collector /Local Road 1300 45 Page 4 of 55 Page 4of 55Appendix C - Page 5 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Lik#

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

Link#

UNod D-ode (ml)

Width (ft)

Lanes Rate________

224 449 459 0.064 12 1

Principal Arterial 1600 45 225 455 460 0.01 12 1

Major Arterial 1300 45 226 460 455 0.01 12 1

Major Arterial 1300 45 227 447 460 0.165 12 2

Principal Arterial 3200 45 228 461 462 0.046 12 1

Principal Arterial 1600 45 229 462 461 0.046 12 1

Principal Arterial 1600 45 230 461 464 0.027 12 1

Major Arterial 1300 45 231 464 461 0.027 12 1

Major Arterial 1300 45 232 462 464 0.045 12 1

Collector!/ Local Road 1300 40 233 465 467 0.057 12 1

Major Arterial 1300 50 234 467 465 0.057 12 1

Major Arterial 1300 50 235 468 455 0.587 12 2

Principal Arterial 3200 45 236 468 1

466 0.011 12 1

Collector!/ Local Road 1300 45 237 466 469 0.012 12 2

Principal Arterial 3200 45 238 466 319 0.956 12 1

Ramp 1500 35 239 472 471 0.01 12 2

Principal Arterial 3200 45 240 472 321 0.821 12 1

Ramp 1500 35 241 318 469 0.278 12 1

Ramp 1500 35 242 320 471 0.322 12 1

Ramp 1500 35 243 476 478 0.054 12 1

Major Arterial 1300 50 244 478 476 0.054 12 1

Major Arterial 1300 50 245 479 476 0.04 1 12 1

Collector/ Local Road 1300 40 246 478 479 0.045 12 1

Collector /Local Road 1300 40 247 480 481 0.009 12 1

Minor Arterial 1300 40 248 481 480 0.009 12 1

Minor Arterial 1300 40 249 477 483 0.042 12 1

Minor Arterial 1300 40 250 483 477 0.042 12 1

Minor Arterial 1300 40 251 484 485 0.056 12 1

Major Arterial 1300 45 252 485 484 0.056 12 1

Major Arterial 1300 45 253 479 485 0.029 12 1

Collector!/ Local Road 1300 40 254 485 479 0.029 12 1

Collector / Local Road 1300 40 255 330 333 0.064 12 1

Major Arterial 1300 50 256 332 487 0.234 12 1

Major Arterial 1300 50 257 356 489 0.259 12 2

Principal Arterial 3200 45 258 489 356 0.259 12 2

Principal Arterial 3200 45 259 492 491 0.57 12 1

Ramp 1500 35 260 493 494 0.163 12 1

Ramp 1500 35 261 494 492 0.009 12 1

Collector!/ Local Road 1300 40 262 495 486 0.283 12 1

Ramp 1500 35 263 486 496 1.024 12 1

Ramp 1500 35 264 487 498 0.353 12 1

Minor Arterial 1300 40 265 499 330 0.62 12 1

Ramp 1500 35 266 503 504 0.022 12 1

Collector!/ Local Road 1300 40 267 504 503 0.022 12 1

Collector / Local Road 1300 40 268 506 505 0.46 12 1

Ramp 1500 35 269 507 322 0.032 12 1

Principal Arterial 1600 45 270 508 282 0.168 12 1

Ramp 1500 35 271 487 327 1.163 1

12 1

Ramp 1500 35 272 507 324 0.732 12 1

Ramp 1500 35 273 509 510 0.693 12 1

Ramp 1500 35 274 511 323 0.196 12 1

Ramp 1500 35 275 489 512 0.548 12 2

Principal Arterial 3200 45 276 512 489 0.548 12 2

Principal Arterial 3200 45 277 512 514 0.046 12 2

Principal Arterial 3200 45 278 514 512 0.046 12 2

Principal Arterial 3200 45 279 299 489 0.341 12 1

Ramp 1500 35 Page 5 of 55 Page 5of 55Appendix C - Page 6 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felorw FFS (mph)

(ml)

Width (ft)

Lanes Rate________

280 515 497 0.928 12 1

Ramp 1500 35 281 512 298 0.813 12 1

Ramp 1500 35 282 516 515 0.301 12 1

Ramp 1500 35 283 511 517 0.656 12 2

Freeway 4100 60 284 490 517 1.035 12 1

Ramp 1500 35 285 520 506 0.55 12 1

Ramp 1500 35 286 520 521 0.417 12 1

Minor Arterial 1300 40 287 326 522 0.62 12 1

Ramp 1500 35 288 515 523 0.049 12 1

Major Arterial 1300 45 289 523 515 0.049 12 1

Major Arterial 1300 45 290 524 525 0.069 12 2

Principal Arterial 3200 45 291 525 524 0.069 12 2

Principal Arterial 3200 45 292 527 526 0.07 12 1

Ram p 1500 35 293 529 528 0.06 12 2

Principal Arterial 3200 45 294 530 528 0.84 12 1

Ramp 1500 35 295 331 520 0.265 12 1

Minor Arterial 1300 40 296 281 509 0.149 12 1

Minor Arterial 1300 40 297 524 533 0.777 12 1

Ramp 1500 35 298 300 525 0.828 12 1

Ramp 1500 35 299 524 534 0.425 12 2

Principal Arterial 3200 45 300 534 524 0.425 12 2

Principal Arterial 3200 45 301 534 535 0.044 12 2

Principal Arterial 3200 45 302 535 534 0.044 12 2

Principal Arterial 3200 45 303 536 535 1.309 12 1

Ramp 1500 35 304 540 541 0.129 12 1

Principal Arterial 1600 45 305 541 540 0.129 12 1

Principal Arterial 1600 45 306 541 542 0.004 12 1

Principal Arterial 1600 45 307 542 541 0.004 12 1

Principal Arterial 1600 45 308 518 543 0.419 12 1

Major Arterial 1300 45 309 543 518 0.419 12 1

Major Arterial 1300 45 310 458 448 0.055 12 1

Principal Arterial 1600 45 311 551 552 0.152 12 2

Freeway 4100 65 312 554 553 0.181 12 2

Principal Arterial 3200 45 313 554 555 0.014 12 1

Collector / Local Road 1300 45 314 553 555 0.18 12 2

Principal Arterial 3200 45 315 556 551 0.255 12 1

Ramp 1500 35 316 285 556 0.012 12 1

Collector/ Local Road 1300 45 317 557 285 0.316 12 1

Ramp 1500 35 318 286 558 0.034 12 2

Principal Arterial 3200 45 319 558 286 0.034 12 2

Principal Arterial 3200 45 320 268 559 0.447 12 1

Minor Arterial 1300 40 321 559 268 0.447 12 1

Minor Arterial 1300 40 322 564 568 0.146 12 2

Collector / Local Road 2600 40 323 568 564 0.146 12 2

Collector / Local Road 2600 40 324 342 569 0.244 12 1

Major Arterial 1300 45 325 569 342 0.244 12 1

Major Arterial 1300 45 326 343 569 0.225 12 1

Collector / Local Road 1300 45 327 569 343 0.225 12 1

Collector /Local Road 1300 45 328 344 583 0.076 12 2

Principal Arterial 3200 45 329 583 344 0.076 12 2

Principal Arterial 3200 45 330 587 588 0.286 12 2

Principal Arterial 3200 45 331 588 587 0.286 12 2

Principal Arterial 3200 45 332 347 578 0.06 12 2

Principal Arterial 3200 45 333 578 347 0.06 12 2

Principal Arterial 3200 45 334 350 581 0.93 12 2

Major Arterial 2700 45 335 581 350 0.93 12 2

Major Arterial 2700 45ýý Page 6 of 55 Page 6of 55Appendix C - Page 7 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

____________(mi)

Width (ft)

Lanes Rate (vehlhr) 336 351 352 0.313 12 1

Major Arterial 1300 45 337 352 351 0.313 12 1

Major Arterial 1300 45 338 350 590 0.859 12 2

Major Arterial 2700 45 339 590 350 0.859 12 2

Major Arterial 2700 45 340 348 591 0.092 12 1

Principal Arterial 1600 45 341 592 514 0.862 12 1

Ram p 1500 35 342 489 593 0.424 12 1

Ramp 1500 35 343 349 292 0.173 12 1

Ramp 1500 35 344 597 600 0.108 12 1

Major Arterial 1300 45 345 600 597 0.108 12 1

Major Arterial 1300 45 346 601 602 0.039 12 1

Major Arterial 1300 45 347 602 601 0.039 12 1

Major Arterial 1300 45 348 603 604 0.009 12 1

Major Arterial 1300 45 349 598 607 0.108 12 2

Principal Arterial 3200 45 350 607 598 0.108 12 2

Principal Arterial 3200 45 351 609 608 0.875 12 1

Ramp 1500 35 352 610 293 0.63 12 3

Freeway 6150 65 353 611 302 0.552 12 2

Freeway 4100 65 354 311 302 1.077 12 1

Ramp 1500 55 355 309 307 0.753 12 1

Ram p 1500 55 356 610 305 0.824 12 1

Ramp 1500 55 357 611 310 0.845 12 1

Ramp 1500 55 358 612 301 0.216 12 2

Freeway 4100 65 359 612 294 0.892 12 1

Ramp 1500 55 360 309 304 0.434 12 3

Freeway 6150 65 361 308 304 1.124 12 1

Ramp 1500 55 362 295 301 0.392 12 1

Ramp 1500 55 363 306 293 1.164 12 1

Ramp 1500 55 364 340 615 0.568 12 2

Principal Arterial 3200 45 365 615 340 0.568 12 2

Principal Arterial 3200 45 366 608 317 0.848 12 1

Ramp 1500 35 367 616 617 0.895 12 1

Ramp 1500 35 368 316 616 0.894 12 1

Ramp 1500 35 369 620 621 0.305 12 2

Principal Arterial 3200 45 370 621 620 0.305 12 2

Principal Arterial 3200 45 371 599 621 0.116 12 2

Principal Arterial 3200 45 372 621 599 0.116 12 2

Principal Arterial 3200 45 373 604 622 0.297 12 1

Ramp 1500 35 374 623 603 0.256 12 1

Ramp 1500 35 375 601 624 1.1 12 1

Ramp 1500 35 376 625 624 0.284 12 2

Freeway 4100 65 377 625 602 1.336 12 1

Ramp 1500 35 378 623 622 0.275 12 2

Freeway 4100 65 379 315 619 0.668 12 1

Ramp 1500 35 380 619 312 0.493 12 1

Ramp 1500 35 381 313 618 0.883 12 1

Ramp 1500 35 382 618 314 0.518 12 1

Ramp 1500 35 383 630 631 0.996 12 1

Principal Arterial 1600 55 384 631 630 0.996 12 1

Principal Arterial 1600 55 385 633 634 0.011 12 1

Principal Arterial 1600 45 386 634 633 0.011 12 1

Principal Arterial 1600 45 387 635 636 0.012 12 1

Collector /Local Road 1300 40 388 636 635 0.012 12 1

Collector! Local Road 1300 40 389 637 638 0.015 12 1

Collector/ Local Road 1300 40 390 638 637 0.015 12 1

Collector/ Local Road 1300 40 391 632 639 0.019 12 1

Collector!/ Local Road 1300 40 Page 7 of 55 Page 7of 55Appendix C - Page 8 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Lin #

U-Nde D-Nde Length Lane Number of Roda ye Saturation FlowFS(mh Link#

________od (mi)

Width (ft)

Lanes Roadway____Type_

Rate (vehlhr)

____(mph) 392 639 632 0.019 12 1

Collector/ILocal Road 1300 40 393 642 643 0.011 12 1

Major Arterial 1300 45 394 643 642 0.011 12 1

Major Arterial 1300 45 395 646 647 0.618 12 1

Principal Arterial 1600 45 396 647 646 0.618 12 1

Principal Arterial 1600 45 397 647 648 0.17 1 12 1

Principal Arterial 1600 35 398 648 647 0.171 12 1

Principal Arterial 1600 35 399 644 649 0.332 12 1

Major Arterial 1300 45 400 649 644 0.332 12 1

Major Arterial 1300 45 401 633 656 0.285 12 1

Major Arterial 1300 45 402 656 633 0.285 12 1

Major Arterial 1300 45 403 634 658 0.257 12 2

Principal Arterial 3650 55 404 658 634 0.257 12 2

Principal Arterial 3650 55 405 638 636 0.507 12 2

Principal Arterial 3650 55 406 635 637 0.52 1 12 2

Principal Arterial 3650 55 407 642 654 0.249 12 2

Principal Arterial 3650 50 408 655 643 0.249 12 2

Principal Arterial 3650 50 409 630 634 0.999 12 1

Principal Arterial 1600 55 410 634 630 0.999 12 1

Principal Arterial 1600 55 411 663 664 3.294 12 1

Principal Arterial 1600 55 412 664 663 3.294 12 1

Principal Arterial 1600 55 413 666 669 0.209 12 1

Principal Arterial 1600 30 414 669 666 0.209 12 1

Principal Arterial 1600 30 415 671 672 0.536 12 1

Collector / Local Road 1300 45 416 672 671 0.536 12 1

Collector /Local Road 1300 45 417 672 673 0.902 12 1

Principal Arterial 1600 50 418 673 672 0.902 12 1

Principal Arterial 1600 50 419 671 673 0.74 12 1

Major Arterial 1300 45 420 673 671 0.74 12 1

Major Arterial 1300 45 421 674 675 0.069 12 1

Principal Arterial 1600 35 422 675 674 0.069 12 1

Principal Arterial 1600 35 423 668 675 0.187 12 1

Principal Arterial 1600 35 424 675 668 0.187 12 1

Principal Arterial 1600 35 425 667 676 0.088 12 1

Major Arterial 1300 40 426 676 667 0.088 12 1

Major Arterial 1300 40 427 676 678 0.064 12 1

Principal Arterial 1600 40 428 678 676 0.064 12 1

Principal Arterial 1600 40 429 665 678 0.624 12 1

Principal Arterial 1600 55 430 678 665 0.624 12 1

Principal Arterial 1600 55 431 669 680 0.16 12 1

Principal Arterial 1600 35 432 680 669 0.16 12 1

Principal Arterial 1600 35 433 684 685 0.059 12 1

Minor Arterial 1300 40 434 685 684 0.059 12 1

Minor Arterial 1300 40 435 679 688 0.161 12 1

Principal Arterial 1600 50 436 688 679 0.161 12 2

Principal Arterial 3200 45 437 684 689 0.01 12 1

Minor Arterial 1300 40 438 689 684 0.01 12 1

Minor Arterial 1300 40 439 691 682 0.332 12 1

Ramp 1500 35 440 692 693 0.319 12 1

Ramp 1500 35 441 362 365 0.146 12 1

Minor Arterial 1300 40 442 365 362 0.146 12 1

Minor Arterial 1300 40 443 490 323 0.08 1 12 1

Principal Arterial 1600 45 444 323 322 0.007 12 1

Collector / Local Road 1300 45 445 532 522 0.157 12 2

Principal Arterial 3200 45 446 526 695 0.505 12 1

Ramp 15035 447 529 526 0.05 1 2-1 Ramp 1

1500 35 Page 8 of 55 Page 8of 55Appendix C - Page 9 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

S(ml)

Width (ft)

Lanes Rate______r 448 527 529 0.047 12 2

Principal Arterial 3200 45 449 532 529 0.007 12 1

Collector /Local Road 1300 45 450 596 473 0.03 12 1

Principal Arterial 1600 45 451 699 698 0.846 12 2

Principal Arterial 3200 45 452 653 699 0.209 12 2

Principal Arterial 3200 45 453 700 311 0.319 12 3

Freeway 6150 65 454 334 701 0.009 12 1

Minor Arterial 1300 40 455 701 334 0.009 12 1

Minor Arterial 1300 40 456 701 360 0.496 12 2

Principal Arterial 3200 45 457 470 472 0.009 12 1

Collector / Local Road 1300 45 458 469 468 0.011 12 1

Collector /Local Road 1300 45 459 471 470 0.011 12 1

Collector /Local Road 1300 45 460 704 614 0.951 12 1

Ram p 1500 35 461 705 297 0.882 12 1

Ramp 1500 35 462 296 704 0.82 12 1

Ramp 1500 35 463 706 707 0.064 12 1

Major Arterial 1300 55 464 707 706 0.064 12 1

Major Arterial 1300 55 465 706 272 0.937 12 1

Ramp 1500 35 466 708 709 0.055 12 1

Major Arterial 1300 55 467 709 708 0.055 12 1

Major Arterial 1300 55 468 712 711 0.644 12 1

Ramp 1500 35 469 273 713 0.321 12 1

Ramp 1500 35 470 708 715 0.809 12 1

Ramp 1500 35 471 716 717 0.39 12 1

Ramp 1500 35 472 719 718 0.056 12 1

Ramp 1500 35 473 720 721 0.755 12 1

Ramp 1500 35 474 718 271 0.977 12 1

Ramp 1500 35 475 722 723 0.749 12 1

Ramp 1500 35 476 708 722 0.666 12 1

Major Arterial 1300 55 477 722 708 0.666 1

12 1

Ma~jor Arterial 1300 55 478 724 722 0.084 12 1

Ramp 1500 35 479 725 726 0.697 12 1

Ramp 1500 35 480 728 727 1.158 12 1

Ramp 1500 35 481 730 729 2.124 12 1

Ramp 1500 55 482 731 732 2.14 12 1

Ramp 1500 55 483 733 734 1.57 12 1

Ramp 1500 55 484 736 735 1.571 12 1

Ramp 1500 55 485 714 737 0.836 12 1

Ramp 1500 35 486 739 740 1.005 12 1

Major Arterial 1300 45 487 740 739 1.005 12 1

Major Arterial 1300 45 488 741 736 0.201 12 2

Freeway 4100 65 489 742 743 1.158 12 1

Major Arterial 1300 55 490 743 742 1.158 12 1

Major Arterial 1300 55 491 746 747 1.011 12 1

Ramp 1500 35 492 748 746 0.016 12 1

Ramp 1500 35 493 750 751 1.342 12 1

Ramp 1500 55 494 752 741 1.608 12 1

Ramp 1500 55 495 264 749 0.263 12 1

-Ramnp 1500 35 496 753 754 2.252 12 1

Ramp 1500 55 497 756 757 0.573 12 1

Ramp 1500 35 498 759 758 0.057 12 1

Ramp 1500 35 499 760 761 0.425 12 1

Ramp 1500 35 500 762 763 0.033 12 2

Major Arterial 2700 45 501 763 762 0.033 12 2

Major Arterial 2700 45 502 765 764 0.06 12 1

Ramp 1500 35 503 763 766 0.009 12 J 2

Major Arterial 2700 45 Page 9 of 55 Page 9of 55Appendix C - Page 10 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fhlhw FFS (mph)

(ml)

Width (ft)

Lanes Rate________

504 766 763 0.009 12 2

Major Arterial 2700 45 505 767 768 0.037 12 2

Major Arterial 2700 45 506 768 767 0.037 12 2

Major Arterial 2700 45 507 767 769 0.012 12 2

Major Arterial 2700 45 508 769 767 0.012 12 2

Major Arterial 2700 45 509 769 770 0.051 12 2

Major Arterial 2700 45 510 770 769 0.051 12 2

Major Arterial 2700 45 511 762 771 0.144 12 1

Ramp 1500 35 512 772 766 0.119 12 1

Ramp 1500 35 513 769 772 0.127 12 1

Ramp 1500 35 514 774 775 0.227 11 1

Major Arterial 1300 35 515 775 774 0.227 11 1

Major Arterial 1300 35 516 775 776 0.149 12 1

Collector / Local Road 1300 45 517 776 775 0.149 12 1

Collector / Local Road 1300 45 518 774 776 0.241 11 1

Major Arterial 1300 35 519 776 774 0.241 11 1

Major Arterial 1300 35 520 779 778 0.058 12 1

Ramp 1500 35 521 778 780 0.064 12 1

Principal Arterial 1600 45 522 780 778 0.064 12 1

Principal Arterial 1600 45 523 781 277 0.783 12 1

Ramp 1500 35 524 778 781 0.559 12 1

Principal Arterial 1600 35 525 781 778 0.559 12 1

Principal Arterial 1600 35 526 778 276 0.824 12 1

Ramp 1500 35 527 783 781 0.061 12 1

Ramp 1500 35 528 785 786 0.04 1 12 2

Principal Arterial 3200 45 529 786 785 0.041 12 2

Principal Arterial 3200 45 530 788 789 0.087 12 1

Principal Arterial 1600 30 531 789 788 0.087 12 1

Principal Arterial 1600 30 532 790 791 1.385 12 1

Ramp 1500 35 533 793 794 1.243 12 1

Ramp 1500 35 534 796 795 1.366 12 1

Ramp 1500 35 535 797 798 1.074 12 1

Ramp 1500 35 536 797 799 0.237 12 1

Major Arterial 1300 45 537 801 800 1.297 12 1

Ramp 1500 35 538 803 804 2.336 12 2

Freeway 4100 65 539 806 805 1.619 12 1

Ramp 1500 35 540 807 804 1.523 12 1

Ramp 1500 35 541 807 802 1.012 12 1

Principal Arterial 1600 55 542 808 807 0.438 12 1

Principal Arterial 1600 55 543 265 810 0.849 12 2

Principal Arterial 3200 45 544 811 265 0.033 12 1

Collector /Local Road 1300 45 545 812 811 0.847 12 2

Principal Arterial 3200 45 546 810 812 0.032 12 1

Collector /Local Road 1300 45 547 712 720 0.16 12 2

Principal Arterial 3200 40 548 720 712 0.16 12 2

Principal Arterial 3200 40 549 816 720 0.019 12 1

Ramp 1500 35 550 756 819 0.071 12 1

Major Arterial 1300 50 551 819 756 0.071 12 1

Major Arterial 1300 50 552 282 509 0.008 12 1

Collector/ Local Road 1300 40 553 821 822 0.014 12 1

Principal Arterial 1600 45 554 822 821 0.014 12 1

Principal Arterial 1600 45 555 806 809 1.012 12 1

Principal Arterial 1600 55 556 824 806 0.442 12 1

Major Arterial 1300 45 557 809 807 0.018 12 1

Collector / Local Road 1300 45 558 802 806 0.019 12 1

Collector / Local Road 1300 45 559 826 801 0.116 12 1

Major Arterial 1300 45 Page 10 of 55 Page10 o 55Appendix C - Page 11 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

S~~~(ml)

Width (ft)

Lanes Rate (veh/hr) 560 799 801 0.006 12 1

Collector / Local Road 1300 40 561 801 799 0.006 12 1

Collector /Local Road 1300 40 562 797 828 0.006 12 1

Collector/ Local Road 1300 40 563 828 797 0.006 12 1

Collector / Local Road 1300 40 564 829 790 0.405 12 1

Principal Arterial 1600 45 565 794 790 0.02 12 1

Collector / Local Road 1300 45 566 830 796 0.02 12 1

Collector / Local Road 1300 45 567 831 830 1.341 12 1

Ramp 1500 35 568 832 748 0.281 12 1

Ramp 1500 35 569 748 833 0.072 12 1

Ramp 1500 35 570 834 816 0.243 12 1

Ramp 1500 35 571 816 835 0.093 12 1

Ramp 1500 35 572 720 835 0.069 12 2

Principal Arterial 3200 40 573 835 720 0.069 12 2

Principal Arterial 3200 40 574 706 718 0.876 12 1

Major Arterial 1300 55 575 718 706 0.876 12 1

Major Arterial 1300 55 576 274 719 0.918 12 1

Ramp 1500 35 577 718 836 0.061 12 1

Major Arterial 1300 55 578 836 718 0.061 12 1

Major Arterial 1300 55 579 719 836 0.08 12 1

Ramp 1500 35 580 713 706 0.048 12 1

Ramp 1500 35 581 713 707 0.066 12 1

Ramp 1500 35 582 717 708 0.068 12 1

Ramp 1500 35 583 717 709 0.091 12 1

Ramp 1500 35 584 837 724 0.283 12 1

Ramp 1500 35 585 722 743 0.062 12 1

Major Arterial 1300 55 586 743 722 0.062 12 1

Major Arterial 1300 55 587 724 743 0.103 1

12 1

Ramp 1500 35 588 838 759 0.446 12 1

Ramp 1500 35 589 758 839 0.072 12 1

Major Arterial 1300 50 590 839 758 0.072 12 1

Major Arterial 1300 50 591 759 839 0.076 12 1

Ramp 1500 35 592 761 756 0.068 12 1

Ramp 1500 35 593 761 819 0.088 12 1

Ramp 1500 35 594 279 779 0.343 12 1

Ramp 1500 35 595 779 780 0.084 12 1

Ramp 1500 35 596 781 840 0.059 12 1

Principal Arterial 1600 35 597 840 781 0.059 12 1

Principal Arterial 1600 35 598 783 840 0.086 12 1

Ramp 1500 35 599 841 278 0.145 12 2

Freeway 4100 65 600 538 846 0.005 12 1

Collector /Local Road 1300 40 601 846 538 0.005 12 1

Collector /Local Road 1300 40 602 698 697 0.163 12 2

Principal Arterial 3200 45 603 546 548 0.126 12 1

Minor Arterial 1300 40 604 548 546 0.126 12 1

Minor Arterial 1300 40 605 559 560 0.39 12 1

Minor Arterial 1300 40 606 560 559 0.39 12 1

Minor Arterial 1300 40 607 239 589 0.658 12 1

Principal Arterial 1600 45 608 589 239 0.658 12 1

Principal Arterial 1600 45 609 784 851 0.511 12 1

Principal Arterial 1600 55 610 851 784 0.511 12 1

Principal Arterial 1600 55 611 129 130 0.926 12 2

Freeway 4100 65 612 855 856 0.168 12 1

Major Arterial 1300 45 613 856 855 0.168 12 1

Major Arterial 1300 45 1 614 858 859 0.244 12 1

Major Arterial 1300 55 1 615 859 858 0.244 12 1

Major Arterial 1300 55_

Page 11 of 55 Page11 o 55Appendix C - Page 12 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 616 861 860 0.511 12 2

Principal Arterial 3200 45 617 786 860 0.177 12 2

Principal Arterial 3200 45 618 860 786 0.177 12 2

Principal Arterial 3200 45 619 865 864 0.159 12 2

Principal Arterial 3200 45 620 864 866 0.859 12 1

Ramp 1500 55 621 867 864 0.011 12 1

Major Arterial 1300 50 622 868 869 0.257 12 1

Ram p 1500 55 623 869 870 0.01 12 1

Major Arterial 1300 50 624 869 863 0.27 12 2

Principal Arterial 3200 45 625 864 869 0.206 12 2

Principal Arterial 3200 45 626 872 866 1.398 12 2

Freeway 4100 65 627 873 874 4.46 12 1

Minor Arterial 1300 45 628 874 873 4.46 12 1

Minor Arterial 1300 45 629 878 879 0.633 12 1

Major Arterial 1300 45 630 879 878 0.633 12 1

Major Arterial 1300 45 631 228 880 0.195 12 1 _

Major Arterial 1300 55 632 880 228 0.195 12 1

Major Arterial 1300 55 633 223 880 0.487 1

11 1

Major Arterial 1300 35 634 880 223 0.487 11 1

Major Arterial 1300 35 635 216 881 0.268 12 1

Principal Arterial 1600 40 636 881 216 0.268 12 1

Principal Arterial 1600 40 637 248 881 0.668 12 1

Principal Arterial 1600 55 638 881 248 0.668 12 1

Principal Arterial 1600 55 639 335 360 0.008 12 1

Minor Arterial 1300 40 640 360 335 0.008 12 1

Minor Arterial 1300 40 641 575 886 0.031 12 2

Major Arterial 2700 45 642 886 575 0.031 12 2

Major Arterial 2700 45 643 890 891 0.725 12 1

Principal Arterial 1600 55 644 891 890 0.725 12 1 _

Principal Arterial 1600 55 645 890 892 0.024 12 1 _

Principal Arterial 1600 40 646 892 890 0.024 12 1 _

Principal Arterial 1600 40 647 893 894 0.552 12 1

Ramp 1500 35 648 852 893 0.476 12 1

Ramp 1500 35 649 893 895 0.512 12 2

Minor Arterial 2600 40 650 895 893 0.512 12 2

Minor Arterial 2600 40 651 899 900 0.009 12 1

Minor Arterial 1300 40 652 900 899 0.009 12 1

Minor Arterial 1300 40 653 901 902 0.903 12 1

Minor Arterial 1300 40 654 902 901 0.903 12 1

Minor Arterial 1300 40 655 906 907 0.291 12 1

Major Arterial 1300 45 656 907 906 0.291 12 1

Major Arterial 1300 45 657 910 911 0.113 12 1

Principal Arterial 1600 45 658 911 910 0.113 12 1

Principal Arterial 1600 45 659 912 913 0.227 12 1

Major Arterial 1300 45 660 913 912 0.227 12 1

Major Arterial 1300 45 661 910 914 0.427 12 1

Major Arterial 1300 45 662 914 910 0.427 12 1

Major Arterial 1300 45 663 918 919 0.678 12 1

Ramp 1500 35 664 919 920 0.683 12 1

Ramp 1500 35 665 921 922 0.672 12 1

Ramp 1500 35 666 923 921 0.701 12 1

Ramp 1500 35 667 925 926 0.067 11 1

Major Arterial 1300 30 668 926 925 0.067 11 1

Major Arterial 1300 30 669 930 932 0.097 10 1

Collector / Local Road 800 25 670 932 930 0.097 10 1

Collector / Local Road 800 25 671 942 943 0.05 11 1

Major Arterial 1300 25 Page 12 of 55 Page12 o 55Appendix C - Page 13 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flaw FFS (mph)

S~~(mi)

Width (ft)

Lanes Rate (vehlhr) 672 943 942 0.05 11 1

Major Arterial 1300 25 673 949 950 0.246 12 1

Major Arterial 1300 45 674 950 949 0.246 12 1

Major Arterial 1300 45 675 953 956 0.322 12 1

Major Arterial 1300 45 676 956 953 0.322 12 1

Major Arterial 1300 45 677 956 957 0.18 12 1

Major Arterial 1300 55 678 957 956 0.18 12 1

Major Arterial 1300 55 679 961 962 0.967 12 1

Major Arterial 1300 55 680 962 961 0.967 12 1

Major Arterial 1300 55 681 958 967 0.999 12 1

Collector! Local Road 1300 40 682 967 958 0.999 12 1

Collector/ Local Road 1300 40 683 973 974 0.555 12 1

Principal Arterial 1600 45 684 974 973 0.555 12 1

Principal Arterial 1600 45 685 966 974 0.504 11 1

Minor Arterial 1300 35 686 974 966 0.504 11 1

Minor Arterial 1300 35 687 974 975 0.993 12 1

Principal Arterial 1600 45 688 975 974 0.993 12 1

Principal Arterial 1600 45 689 967 975 0.5 12 1

Collector! Local Road 1300 40 690 975 967 0.5 12 1

Collector! Local Road 1300 40 691 977 978 0.752 12 1

Principal Arterial 1600 45 692 978 977 0.752 12 1

Principal Arterial 1600 45 693 980 981 1.01 12 1

Principal Arterial 1600 55 694 981 980 1.01 12 1

Principal Arterial 1600 55 695 983 984 1.001 12 1

Minor Arterial 1300 45 696 984 983 1.001 12 1

Minor Arterial 1300 45 697 982 986 0.209 12 1

Ramp 1500 35 698 988 989 0.815 12 1

Collector!/ Local Road 800 45 699 989 988 0.815 12 1

Collector /Local Road 800 45 700 988 990 0.503 12 1

Collector!/ Local Road 800 45 701 990 988 0.503 12 1

Collector!/ Local Road 800 45 702 891 980 1.005 12 1

Principal Arterial 1600 55 703 980 891 1.005 12 1

Principal Arterial 1600 55 704 997 998 0.01 12 1

Collector!/ Local Road 1300 40 705 998 997 0.01 12 1

Collector!/ Local Road 1300 40 706 999 1000 0.194 12 1

Major Arterial 1300 40 707 1000 999 0.194 12 1

Major Arterial 1300 40 708 1000 1001 0.669 12 1

Major Arterial 1300 50 709 1001 1000 0.669 12 1

Major Arterial 1300 50 710 1001 1004 0.841 12 1

Major Arterial 1300 50 711 1004 1001 0.841 12 1

Major Arterial 1300 50 712 1005 1006 0.55 11 1

Minor Arterial 1300 35 713 1006 1005 0.55 11 1

Minor Arterial 1300 35 714 1005 1007 0.042 12 1

Major Arterial 1300 45 715 1007 1005 0.042 12 1

Major Arterial 1300 45 716 1008 1009 2.406 12 1

Major Arterial 1300 40 717 1009 1008 2.406 12 1

Major Arterial 1300 40 718 856 1012 0.131 12 1

Major Arterial 1300 45 719 1012 856 0.131 12 1

Major Arterial 1300 45 720 856 1013 0.709 12 1

Ramp 1500 35 721 1014 855 0.247 12 1

Ramp 1500 35 722 855 1016 0.623 12 1

Ramp 1500 35 723 1018 856 0.3 12 1

Ramp 1500 35 724 1003 1007 0.745 12 1

Major Arterial 1300 45 725 1007 1003 0.745 12 1

Major Arterial 1300 45 726 1004 1009 10.578 12 1

Major Arterial 1300 50 727 1009 1004 10.578 12 1

Major Arterial 1300 50 Page 13 of 55 Page13 o 55Appendix C - Page 14 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Flow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

728 1014 1016 1.32 12 2

Freeway 4100 65 729 976 978 0.395 12 1

Principal Arterial 1600 45 730 978 976 0.395 12 1

Principal Arterial 1600 45 731 877 962 0.953 12 1

M~ajor Arterial 1300 55 732 962 877 0.953 12 1

Major Arterial 1300 55 733 919 921 0.638 12 1

Minor Arterial 1300 55 734 921 919 0.638 12 1

Minor Arterial 1300 55 735 923 922 1.234 12

-2 Freeway 4100 65 736 918 920 1.227 12 2

Freeway 4100 65 737 926 927 0.476 11 1

Major Arterial 1300 30 738 927 926 0.476 11 1

Major Arterial 1300 30 739 963 964 0.772 11 1

Major Arterial 1300 30 740 964 963 0.772 11 1

Major Arterial 1300 30 741 852 894 0.94 12 2

Freeway 4100 65 742 270 893 0.238 12 2

Minor Arterial 2600 40 743 893 270 0.238 12 2

Minor Arterial 2600 40 744 949 1030 0.967 12 1

Major Arterial 1300 45 745 1030 949 0.967 12 1

Major Arterial 1300 45 746 243 1031 0.385 12 1

Major Arterial 1300 45 747 1031 243 0.385 12 1

Major Arterial 1300 45 748 987 989 0.697 12 1

Collector / Local Road 800 45 749 989 987 0.697 12 1

Collector / Local Road 800 45 750 957 1037 0.702 12 1

Major Arterial 1300 55 751 1037 957 0.702 12 1

Major Arterial 1300 55 752 960 1037 1.307 12 1

Principal Arterial 1600 55 753 1037 960 1.307 12 1

Principal Arterial 1600 55 754 947 948 0.267 12 1

Major Arterial 1300 50 755 948 947 0.267 12 1

Major Arterial 1300 50 756 959 960 0.497 12 1

Major Arterial 1300 55 757 960 959 0.497 12 1

Major Arterial 1300 55 758 960 981 1.503 12 1

Principal Arterial 1600 55 759 981 960 1.503 12 1

Principal Arterial 1600 55 760 979 981 2.003 12 1

Principal Arterial 1600 45 761 981 979 2.003 12

-1 Principal Arterial 1600 45 762 977 979 0.0 16 12 1

Principal Arterial 1600 45 763 979 977 0.0 16 12 1

Principal Arterial 1600 45 764 1032 1033 0.299 12 1

Major Arterial 1300 40 765 1033 1032 0.299 12 1

Major Arterial 1300 40 766 919 1038 1.385 12 1

Collector/ Local Road 1300 55 767 1038 919 1.385 12 1

Collector/ Local Road 1300 55 768 945 955 2.283 12 1

Collector / Local Road 1300 45 769 955 945 2.283 12 1

Collector / Local Road 1300 45 770 1040 861 0.992 12 2

Principal Arterial 3200 45 771 984 996 2.008 12 1

Major Arterial 1300 45 772 996 984 2.008 12 1

Major Arterial 1300 45 773 1019 1042 0.355 12 1

Collector /Local Road 1300 40 774 1042 1019 0.355 12 1

Collector /Local Road 1300 40 775 921 929 1.257 12 1

Minor Arterial 1300 55 776 929 921 1.257 12 1

Minor Arterial 1300 55 777 950 1044 1.645 12 1

Collector/ Local Road 800 50 778 1044 950 1.645 12 1

Collector / Local Road 800 50 779 1028 1045 3.407 12 1

Collector / Local Road 1300 40 780 1045 1028 3.407 12 1

Collector /Local Road 1300 40 781 909 1027 1.251 12 1

Major Arterial 1300 45 782 1027 909 1.251 12 1

Major Arterial 1300 45 783 876 928 3.662 12 1

Minor Arterial 1300 40 Page 14 of 55 Page14 o 55Appendix C - Page 15 of 66

Appendix C Dresden NGS Roadway Network Data Table Link #

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

Link #

U-Node D-No (mi)

Width (ft)

Lanes Rate (vehlhr) 784 928 876 3.662 12 1

Minor Arterial 1300 40 785 874 1036 2.174 11 1

Minor Arterial 1300 35 786 1036 874 2.174 11 1

Minor Arterial 1300 35 787 946 954 1

12 1

Major Arterial 1300 45 788 954 946 1

12 1

Major Arterial 1300 45 789 900 904 1.169 12 1

Major Arterial 1300 45 790 904 900 1.169 12 1

Major Arterial 1300 45 791 904 908 1.197 12 1

Major Arterial 1300 45 792 908 904 1.197 12 1

Major Arterial 1300 45 793 898 903 1.004 12 1

Principal Arterial 1600 55 794 903 898 1.004 12 1

Principal Arterial 1600 55 795 870 867 0.204 12 2

Principal Arterial 3200 45 796 913 1046 0.659 12 1

Major Arterial 1300 45 797 1046 913 0.659 12 1

Major Arterial 1300 45 798 1006 1047 0.545 11 1

Minor Arterial 1300 35 799 1047 1006 0.545 11 1

Minor Arterial 1300 35 800 222 982 0.109 12 1

Principal Arterial 1600 45 801 982 222 0.109 12 1

Principal Arterial 1600 45 802 907 1027 1.868 12 1

Major Arterial 1300 45 803 1027 907 1.868 12 1

Major Arterial 1300 45 804 1053 1054 0.103 12 1

Major Arterial 1300 45 805 1054 1053 0.103 12 1

Major Arterial 1300 45 806 756 758 0.743 12 1

Major Arterial 1300 50 807 758 756 0.743 12 1

Major Arterial 1300 50 808 1082 1083 0.032 12 1

Major Arterial 1300 45 809 1083 1082 0.032 12 1

Major Arterial 1300 45 810 823 1088 0.147 12 2

Principal Arterial 3200 45 811 1088 823 0.147 12 2

Principal Arterial 3200 45 812 265 1091 0.267 12 1

Ramp 1500 35 813 1091 1092 1.103 12 1

Ramp 1500 35 814 1095 1096 0.152 12 1

Minor Arterial 1300 40 815 1096 1095 0.152 12 1

Minor Arterial 1300 40 816 1102 1103 0.1 12 1

Principal Arterial 1600 45 817 1103 1102 0.1 12 1

Principal Arterial 1600 45 818 1105 1106 0.186 12 1

Ramp 1500 35 819 1108 1107 0.339 12 1

Ramp 1500 35 820 1110 1105 0.015 12

.1 Ramp 1500 35 821 1109 1111 0.034 12 1

Major Arterial 1300 45 822 1111 1109 0.034 12 1

Major Arterial 1300 45 823 1111 1105 0.024 12 1

Ramp 1500 35 824 1110 1111 0.017 12 1

Major Arterial 1300 45 825 1111 1110 0.017 12 1

Major Arterial 1300 45 826 1112 1111 0.024 12 1

Ramp 1500 35 827 1112 1110 0.018 12 1

Ramp 1500 35 828 1116 1117 0.013 12 1

Major Arterial 1300 45 829 1117 1116 0.013 12 1

Major Arterial 1300 45 830 1120 1121 0.119 12 2

Principal Arterial 3200 45 831 1122 1120 0.048 12 1

Ramp 1500 35 832 1122 1123 0.041 12 1

Ramp 1500 35 833 1123 1120 0.025 12 2

Principal Arterial 3200 45 834 1125 1124 0.56 12 1

Ramp 1500 35 835 1126 1127 0.875 12 1

Ramp 1500 35 836 1129 1130 0.041 12 1

Ramp 1500 35 837 1131 1129 0.215 12 1

Ramp 1500 35 838 1130 1133 0.053 12 2

Principal Arterial 3200 45 839 1129 1133 0.071 12 1

Ramp 1500 35 Page 15 of 55 Appendix C - Page 16 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Flow FF5 (mph)

S~~(ml)

Width (ft)

Lanes Rate________

840 1148 1147 0.126 12 1

Ramp 1500 35 841 1149 1150 0.077 12 2

Principal Arterial 2800 25 842 1150 1149 0.077 12 2

Principal Arterial 2800 25 843 1148 1151 0.173 12 1

Freeway 2050 55 844 1147 1151 0.1 12 1

Ramp 1500 35 845 1147 1153 0.086 12 1

Ramp 1500 35 846 1153 1147 0.086 12 1

Ram p 1500 35 847 1153 1154 0.034 12 2

Principal Arterial 2800 30 848 1154 1153 0.034 12 2

Principal Arterial 2800 30 849 1157 1158 0.03 12 2

Principal Arterial 2800 35 850 1158 1157 0.03 12 2

Principal Arterial 3200 45 851 1158 1159 0.043 12 2

Principal Arterial 2800 35 852 1159 1158 0.043 12 2

Principal Arterial 2800 35 853 1161 1162 0.281 12 2

Principal Arterial 3200 40 854 1162 1161 0.281 12 2

Principal Arterial 3200 40 855 1164 1165 0.075 12 1

Collector /Local Road 1300 40 856 1165 1164 0.075 12 1

Collector /Local Road 1300 40 857 1166 1167 0.154 12 1

Ramp 1500 35 858 1171 1173 0.075 12 2

Major Arterial 2700 45 859 1173 1171 0.075 12 2

Major Arterial 2700 45 860 1175 1176 0.108 12 1

Minor Arterial 1300 40 861 1176 1175 0.108 12 1

Minor Arterial 1300 40 862 1176 1177 0.329 12 1

Minor Arterial 1300 40 863 1177 1176 0.329 12 1

Minor Arterial 1300 40 864 1179 1180 0.204 12 1

Collector /Local Road 1300 40 865 1180 1179 0.204 12 1

Collector / Local Road 1300 40 866 1185 1186 0.191 12 1

Ramp 1500 35 867 1187 1188 0.009 12 1

Major Arterial 1300 50 868 1191 1112 0.353 12 1

Ramp 1500 35 869 1107 1110 0.235 12 1

Principal Arterial 1600 45 870 1110 1107 0.235 12 1

Principal Arterial 1600 45 871 1193 1124 0.436 12 2

Freeway 4100 65 872 1121 1194 0.15 12 2

Principal Arterial 3200 45 873 1194 1125 0.014 12 2

Principal Arterial 3200 45 874 1123 1194 0.011 12 1

Minor Arterial 1300 40 875 1134 1195 0.062 12 2

Principal Arterial 3200 45 876 1130 1195 0.01 12 1

Minor Arterial 1300 40 877 1197 1067 0.376 12 1

Ramp 1500 35 878 842 843 0.011 12 1

Collector / Local Road 1300 40 879 843 842 0.011 12 1

Collector /Local Road 1300 40 880 1203 1204 0.025 12 1

Major Arterial 1300 45 881 1204 1203 0.025 12 1

Major Arterial 1300 45 882 264 745 0.251 12 2

Principal Arterial 3200 45 883 745 264 0.251 12 2

Principal Arterial 3200 45 884 902 1212 1.004 12 2

Collector/ Local Road 2600 40 885 1212 902 1.004 12 2

Collector/ Local Road 2600 40 886 1080 1223 0.146 11 1

Major Arterial 1300 35 887 1223 1080 0.146 11 1

Major Arterial 1300 35 888 1058 1225 0.002 11 1

Major Arterial 1300 35 889 1225 1058 0.002 11 1

Major Arterial 1300 35 890 764 1069 0.118 12 2

Principal Arterial 3200 45 891 1069 764 0.118 12 2

Principal Arterial 3200 45 892 1228 1227 2.227 12 1

Ramp 1500 55 893 1229 1197 0.184 12 1

Ramp 1500 35 894 750 1227 1.148 12 2

Freeway 4100 65 895 725 727 0.106 12 1

Major Arerial 1300 45 Page 16 of 55 Page16 o 55Appendix C - Page 17 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

_______(mi)

Width (ft)

Lanes Rate (vehlhr) 896 727 725 0.106 12 1

Major Arterial 1300 45 897 714 746 0.205 12 2

Major Arterial 2700 45 898 746 714 0.205 12 2

-Major Arterial 2700 45 899 794 829 0.409 12 1

Principal Arterial 1600 45 900 809 808 0.439 12 1

Principal Arterial 1600 55 901 802 824 0.443 12 1

Major Arterial 1300 45 902 746 833 0.05 12 2

Major Arterial 2700 45 903 833 746 0.05 12 2

-Major Arterial 2700 45 904 839 1231 0.368 12 1

Major Arterial 1300 50 905 1231 839 0.368 12 1

Major Arterial 1300 50 906 827 1094 0.109 12 1

Major Arterial 1300 45 907 1094 827 0.109 12 1

Major Arterial 1300 45 908 771 1235 0.025 12 1

Principal Arterial 1600 45 909 1235 771 0.025 12 1

Principal Arterial 1600 45 910 762 768 0.024 12 2

Major Arterial 2700 45 911 768 762 0.024 12 2

Major Arterial 2700 45 912 764 1236 0.008 12 2

Principal Arterial 3200 45 913 1236 764 0.008 12

-2 Principal Arterial 3200 45 914 1236 1237 0.059 12 1

Ramp 1500 35 915 763 1238 0.029 12 1

Ram p 1500 35 916 1237 1069 0.117 12 1

Ramp 1500 35 917 1069 765 0.112 12 1

Ramp 1500 35 918 1235 1236 0.03 12 2

Principal Arterial 3200 45 919 1236 1235 0.03 12 2

Principal Arterial 3200 45 920 771 772 0.081 12 1

Principal Arterial 1600 45 921 772 771 0.081 12 1

Principal Arterial 1600 45 922 1237 1238 0.037 12 1

Ramp 1500 35 923 1238 1237 0.037 12 1

Ramp 1500 35 924 1238 762 0.033 12 1

Ramp 1500 35 925 1239 767 0.036 12 1

Ramp 1500 35 926 765 1239 0.037 12 1

Ramp 1500 35 927 1239 765 0.037 12 1

Ramp 1500 35 928 768 1239 0.039 12 1

Ramp 1500 35 929 1241 1242 0.7 12 1

Principal Arterial 1600 45 930 1242 1241 0.7 12 1

Principal Arterial 1600 45 931 1248 1249 0.165 12 1

Principal Arterial 1600 40 932 1249 1248 0.165 12 1

Principal Arterial 1600 40 933 785 862 0.359 12 1

Principal Arterial 1600 45 934 862 785 0.359 12 1

Principal Arterial 1600 45 935 641 1250 0.663 12 1

Major Arterial 1300 45 936 1250 641 0.663 12 1

Major Arterial 1300 45 937 1253 1252 0.065 12 2

Principal Arterial 3200 45 938 1247 1253 0.009 12 1

Major Arterial 1300 50 939 1253 1247 0.009 12 1

Major Arterial 1300 50 940 829 1102 0.142 12 1

Principal Arterial 1600 45 941 1102 829 0.142 12 1

Principal Arterial 1600 45 942 1118 1257 0.089 12 1

Major Arterial 1300 45 943 1257 1118 0.089 12 1

Major Arterial 1300 45 944 1131 1127 0.462 12 1

Freeway 2050 55 945 1186 1264 0.132 12 1

Ramp 1500 35 946 1264 1186 0.132 12 1

Ramp 1500 35 947 1264 1252 0.083 12 1

Ramp 1500 35 948 1253 1264 0.016 12 1

Major Arterial 1300 50 949 1264 1253 0.016 12 1

Major Arterial 1300 50 950 1265 1189 0.186 12 1

Ramp 1500 35 1 951 1184 11266 0--.532 1

12 2

Principal Arterial 3200 45 Page 17 of 55 Page17 o 55Appendix C - Page 18 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 952 1266 1253 0.059 12 2

Principal Arterial 3200 45 953 1266 1264 0.085 12 1

Major Arterial 1300 50 954 796 794 0.859 12 1

Principal Arterial 1600 55 955 1232 798 2.179 12 2

Freeway 4100 65 956 1126 1130 0.093 12 2

Principal Arterial 3200 45 957 280 1268 0.079 12 2

Major Arterial 2700 45 958 1268 280 0.079 12 2

Major Arterial 2700 45 959 576 1268 0.208 12 2

Major Arterial 2700 45 960 1268 576 0.208 12 2

Major Arterial 2700 45 961 1179 1260 0.353 12 1

Principal Arterial 1600 45 962 1260 1179 0.353 12 1

Principal Arterial 1600 45 963 1270 296 1.936 12 2

Freeway 4100 65 964 1025 1271 0.227 12 1

Major Arterial 1300 50 965 1271 1025 0.227 12 1

Major Arterial 1300 50 966 1271 1040 0.471 12 2

Principal Arterial 3200 45 967 861 1272 0.03 12 1

Major Arterial 1300 50 968 1273 1040 0.034 12 1

Major Arterial 1300 50 969 1274 1275 0.987 12 2

Freeway 4100 65 970 1013 1277 1.804 12 2

Freeway 4100 65 971 1277 1276 1.01 12 2

Freeway 4100 65 972 1273 1271 0.471 12 2

Principal Arterial 3200 45 973 1272 1273 0.99 1 12 2

Principal Arterial 3200 45 974 860 1272 0.511 12 2

Principal Arterial 3200 45 975 885 861 0.923 12 1

Ramp 1500 55 976 1040 884 1.123 12 1

Ramp 1500 55 977 799 826 0.116 12 1

M ajor Arterial 1300 45 978 801 828 0.237 12 1

Major Arterial 1300 45 979 1267 799 0.418 12 1

Ramp 1500 35 980 1232 828 0.386 12 1

Ramp 1500 35 981 1272 882 1.099 12 1

Ramp 1500 55 982 606 1280 0.09 12 2

Principal Arterial 3200 45 983 1280 606 0.09 12 2

Principal Arterial 3200 45 984 820 1285 0.017 12 1

Principal Arterial 1600 55 985 1285 820 0.017 12 2

Principal Arterial 3200 45 986 154 251 0.267 12 1

Collector / Local Road 1300 40 987 251 154 0.267 12 1

Collector / Local Road 1300 40 988 156 172 0.501 12 1

Principal Arterial 1600 55 989 172 156 0.501 12 1

Principal Arterial 1600 55 990 116 238 0.503 12 1

Principal Arterial 1600 55 991 238 116 0.503 12 1

Principal Arterial 1600 55 992 883 1273 1.004 12 1

Ramp 1500 55 993 1252 1187 0.503 12 2

Principal Arterial 3200 45 994 1117 1282 0.138 12 1

Major Arterial 1300 40 995 1282 1117 0.138 12 1

Major Arterial 1300 40 996 1138 1287 0.008 12 1

Principal Arterial 1600 45 997 1287 1138 0.008 12 1

Principal Arterial 1600 45 998 1258 1288 0.02 1 12 1

Principal Arterial 1600 45 999 1288 1258 0.021 12 1

Principal Arterial 1600 45 1000 821 1289 0.155 12 2

Minor Arterial 2600 40 1001 1289 821 0.155 12 2

Minor Arterial 2600 40 1002 1248 1290 0.085 12 1

Principal Arterial 1600 40 1003 1290 1248 0.085 12 1

Principal Arterial 1600 40 1004 1292 730 0.423 12 2

Freeway 4100 65 1005 1183 1293 0.293 10 2

Collector /Local Road 800 15 1006 1293 1183 0.293 10 1

Collector /Local Road 800 15 11007 1213 1294 10.118 12 1

1 Major Arterial 1

1300 55 Page 18 of 55 Page18 o 55Appendix C - Page 19 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network.Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 1008 1294 1213 0.118 12 1

Major Arterial 1300 45 1009 1079 1294 0.532 12 1

Major Arterial 1300 55 1010 1294 1079 0.532 12 1

Major Arterial 1300 55 1011 1199 1211 0.006 12 1

Major Arterial 1300 45 1012 1211 1199 0.006 12 1

Major Arterial 1300 45 1013 1198 1296 0.043 12 1

Major Arterial 1300 55 1014 1296 1198 0.043 12 1

Major Arterial 1300 45 1015 1084 1299 0.062 12 1

Major Arterial 1300 55 1016 1299 1084 0.062 12 1

Major Arterial 1300 55 1017 755 1301 0.396 12 2

Principal Arterial 2800 35 1018 1301 755 0.396 12 2

Principal Arterial 2800 35 1019 1078 1302 0.032 12 1

Major Arterial 1300 55 1020 1302 1078 0.032 12 1 _

Major Arterial 1300 45 1021 657 1306 0.46 12 1

Principal Arterial 1600 45 1022 1306 657 0.46 12 1 _

Principal Arterial 1600 45 1023 555 702 0.221 12 1

Ramp 1500 35 1024 1308 554 0.286 12 1

Ramp 1500 35 1025 556 554 0.232 12 2

Principal Arterial 3200 45 1026 555 285 0.23 12 2

Principal Arterial 3200 45 1027 1308 702 0.469 12 2

Freeway 4100 65 1028 577 583 0.265 12 1

Ramp 1500 35 1029 288 582 0.992 12 1

Ramp 1500 35 1030 582 287 0.704 12 1

Ramp 1500 35 1031 583 290 0.207 12 1

Ramp 1500 35 1032 592 593 0.294 12 2

Freeway 4100 65 1033 305 612 0.255 12 2

Freeway 4100 65 1034 307 611 0.314 12 2

Freeway 4100 65 1035 310 610 0.195 12 3

Freeway 6150 65 1036 582 583 0.304 12 2

Principal Arterial 3200 45 1037 583 582 0.304 12 2

Principal Arterial 3200 45 1038 888 292 0.333 12 3

Freeway 6150 65 1039 609 317 0.467 12 2

Freeway 4100 65 1040 608 616 0.722 12 1

Major Arterial 1300 45 1041 616 608 0.722 12 1

Major Arterial 1300 45 1042 315 312 0.338 12 2

Freeway 4100 65 1043 704 705 0.512 12 2

Minor Arterial 2600 40 1044 705 704 0.512 12 2

Minor Arterial 2600 40 1045 538 542 0.244 12 2

Principal Arterial 3200 45 1046 541 846 0.245 12 2

Principal Arterial 3200 45 1047 329 521 0.607 12 1

Ramp 1500 35 1048 451 456 0.083 12 1

Collector /Local Road 1300 40 1049 456 451 0.083 12 1

Collector /Local Road 1300 40 1050 499 498 0.646 12 1

Ramp 1500 35 1051 1311 499 0.641 12 1

Ramp 1500 35 1052 333 478 0.697 12 1

Major Arterial 1300 50 1053 478 333 0.697 12 1

Major Arterial 1300 50 1054 329 505 1.273 12 2

Freeway 4100 60 1055 332 506 0.86 12 1

Ramp 1500 35 1056 514 525 0.16 12 2

Principal Arterial 3200 45 1057 525 514 0.16 12 2

Principal Arterial 3200 45 1058 517 1311 1.117 12 2

Freeway 4100 60 1059 530 1312 0.187 12 2

Freeway 4100 60 1060 1312 695 0.059 12 3

Freeway 6150 65 1061 493 491 1.075 12 3

Freeway 6150 65 1062 492 282 0.124 12 1

Minor Arterial 1300 40 1063 522 507 0.277 12 1

2 Principal Arterial 3200 45 Page 19 of 55 Page19 o 55Appendix C - Page 20 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

(ml)

Width (ft)

Lanes Rate________

1064 516 497 1.624 12 2

Freeway 4100 65 1065 486 515 0.273 12 1

Major Arterial 1300 45 1066 515 486 0.273 12 1

Major Arterial

.1300 45 1067 193 195 0.217 12 1

Principal Arterial 1600 45 1068 195 193 0.217 12 1

Principal Arterial 1600 45 1069 232 234 2.342 12 1

Major Arterial 1300 45 1070 234 232 2.342 12 1

Major Arterial 1300 45 1071 136 142 0.529 12 1

Major Arterial 1300 45 1072 142 136 0.529 12 1

Major Arterial 1300 45 1073 254 257 0.465 12 1

Major Arterial 1300 45 1074 257 254 0.465 12 1

Major Arterial 1300 45 1075 175 174 0.295 12 2

Freeway 4100 65 1076 470 468 0.226 12 2

Principal Arterial 3200 45 1077 469 472 0.217 12 2

Principal Arterial 3200 45 1078 1315 1316 1.146 12 2

Minor Arterial 2600 35 1079 1279 1316 0.242 12 2

Principal Arterial 2800 35 1080 1316 1279 0.242 12 2

Principal Arterial 2800 35 1081 131 140 0.907 12 1

-Principal Arterial 1600 45 1082 140 131 0.907 12 1

Principal Arterial 1600 45 1083 682 692 0.185 12 1

Principal Arterial 1600 55 1084 692 682 0.185 12 1

Principal Arterial 1600 55 1085 157 159 0.191 12 1

Principal Arterial 1600 45 1086 159 157 0.191 12 1

Principal Arterial 1600 45 1087 358 359 0.008 12 2

Minor Arterial 2600 40 1088 359 358 0.008 12 2

Minor Arterial 2600 40 1089 1314 1317 0.39 12 1

Ramp 1500 35 1090 1317 382 0.066 12 1

Ramp 1500 35 1091 386 1318 0.204 12 2

Principal Arterial 3200 45 1092 1318 386 0.204 12 2

Principal Arterial 3200 45 1093 382 1318 0.125 12 2

Principal Arterial 3200 45 1094 1318 382 0.125 12 2

Principal Arterial 3200 45 1095 1317 1318 0.035 12 1

Ramp 1500 35 1096 1313 1319 0.37 12 1

Ramp 1500 35 1097 376 1320 0.09 12 2

Principal Arterial 3200 45 1098 1320 376 0.09 12 2

Principal Arterial 3200 45 1099 375 1321 0.095 12 3

Principal Arterial 4800 45 1100 1321 375 0.095 12

-3 Principal Arterial 4800 45 1101 1319 1321 0.041 12 1

Ramp 1500 35 1102 1319 1320 0.03 12 1

Ramp 1500 35 1103 1320 1321 0.047 12 2

Principal Arterial 3200 45 1104 1321 1320 0.047 12 2

Principal Arterial 3200 45 1105 1313 377 0.341 12 2

Freeway 4100 65 1106 378 337 0.382 12 1

Ramp 1500 35 1107 376 377 0.384 12 1

Ramp 1500 35 1108 600 1324 1.918 10 1

Collector/ Local Road 800 15 1109 1324 600 1.918 10 1

Collector/ Local Road 800 15 1110 599 1323 3.083 10 1

Collector/ Local Road 800 15 1111 1323 599 3.083 10 1

Collector/ Local Road 800 15 1112 1028 1322 1.749 10 1

Collector/ Local Road 800 15 1113 1322 1028 1.749 10 1

Collector /Local Road 800 15 1114 879 1325 0.984 10 1

Collector /Local Road 800 15 1115 1325 879 0.984 10

.1 Collector/ Local Road 800 15 1116 917 1327 0.159 10 1

Collector/ Local Road 800 15 1117 1327 917 0.159 10 1

Collector /Local Road 800 15 1118 913 1328 1.471 10 1

Collector/ Local Road 800 15 1119 1328 913 1.471 10 1

Collector/ Local Road 800 15 Page 20 of 55 Page20 o 55Appendix C - Page 21 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

S(mi)

Width (ft)

Lanes Rate (vehlhr) 1120 930 1330 0.782 10 1

Collector / Local Road 800 15 1121 1330 930 0.782 10 1

Collector /Local Road 800 15 1122 915 1331 1.275 10 1

Collector /Local Road 800 15 1123 11331 915 1.275 10 1

Collector /Local Road 800 15 1124 904 1332 3.293 10 1

Collector /Local Road 800 15 1125 1332 904 3.293 10 1

Collector/ Local Road 800 15 1126 903 1332 4.557 10 1

Collector/ Local Road 800 15 1127 1332 903 4.557 10 1

Collector/ Local Road 800 15 1128 116 1335 6.026 10 1

Collector /Local Road 800 15 1129 1335 116 6.026 10 1

Collector /Local Road 800 15 1130 113 1336 7.745 10 1

Collector /Local Road 800 15 1131 1336 113 7.745 10 1

Collector/ Local Road 800 15 1132 1337 1339 3.878 10 1

Collector/ Local Road 800 15 1133 1339 1337 3.878 10 1

Collector/ Local Road 800 15 1134 239 1337 6.503 10 1

Collector / Local Road 800 15 1135 1337 239 6.503 10 1

Collector /Local Road 800 15 1136 1337 1338 3.309 10 1

Collector /Local Road 800 15 1137 1338 1337 3.309 10 1

Collector /Local Road 800 15 1138 269 1340 6.146 10 1

Collector /Local Road 800 15 1139 1340 269 6.146 10 1

Collector/ Local Road 800 15 1140 280 1342 2.548 10 1

Collector/ Local Road 800 15 1141 1342 280 2.548 10 1

Collector /Local Road 800 15 1142 588 1341 3.287 10 1

Collector /Local Road 800 15 1143 1341 588 3.287 10 1

Collector /Local Road 800 15 1144 640 1343 1.943 10 1

Collector /Local Road 800 15 1145 1343 640 1.943 10 1

Collector/ Local Road 800 15 1146 652 1344 1.547 10 1

Collector/ Local Road 800 15 1147 1344 652 1.547 10 1

Collector /Local Road 800 15 1148 662 1345 1.747 10 1

Collector /Local Road 800 15 1149 1345 662 1.747 10 1

Collector /Local Road 800 15 1150 631 1347 1.529 10 1

Collector/ Local Road 800 15 1151 1347 631 1.529 10 1

Collector/ Local Road 800 15 1152 657 1348 1.958 10 1

Collector /Local Road 800 15 1153 1348 657 1.958 10 1

Collector /Local Road 800 15 1154 669 1349 0.89 10 1

Collector /Local Road 800 15 1155 1349 669 0.89 10 1

Collector/ Local Road 800 15 1156 630 1350 3.313 10 1

Collector/ Local Road 800 15 1157 1350 630 3.313 10 1

Collector/ Local Road 800 15 1158 1351 1352 2.068 10 1

Collector /Local Road 800 15 1159 1352 1351 2.068 10 1

Collector /Local Road 800 15 1160 628 1352 0.545 10 1

Collector /Local Road 800 15 1161 1352 628 0.545 10 1

Collector/ Local Road 800 15 1162 629 1352 0.471 10 1

Collector/ Local Road 800 15 1163 1352 629 0.471 10 1

Collector/ Local Road 800 15 1164 1354 1355 1.547 11 2

Collector /Local Road 1600 15 1165 1355 1354 1.547 11 2

Collector /Local Road 1600 15 1166 1353 1354 4.008 12 2

Principal Arterial 2800 25 1167 1354 1353 4.008 12 2

Principal Arterial 2800 25 1168 857 1353 6.906 12 2

Principal Arterial 2800 35 1169 1353 857 6.906 12 2

Principal Arterial 2800 35 1170 141 1356 3.884 10 1

Collector/ Local Road 800 15 1171 1356 141 3.884 10 1

Collector /Local Road 800 15 1172 1307 1357 2.374 10 1

Collector /Local Road 800 15 1173 1357 1307 2.374 10 1

Collector /Local Road 800 15 1174 166 1358 1.891 10 1

Collector /Local Road 800 15 1175 1358 166 1.891 10 1

Collector/ Local Road 800 15 Page 21 of 55 Page21 o 55Appendix C - Page 22 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

~(mi)

Width (ft)

Lanes Rate (vehlhr) 1176 165 1359 2.916 10 1

Collector /Local Road 800 15_

1177 1359 165 2.916 10 1

Collector /Local Road 800 15 1178 168 1361 2.509 10 1

Collector /Local Road 800 15 1179 11361 168 2.509 10 1

Collector /Local Road 800 15 1180 169 1360 1.154 10 1

Collector /Local Road 800 15 1181 1360 169 1.154 10 1

Collector /Local Road 800 15 1182 180 1362 2.302 10 1

Collector/ Local Road 800 15 1183 1362 180 2.302 10 1

Collector /Local Road 800 15 1184 146 1363 4.921 10 1

Collector /Local Road 800 15 1185 1363 146 4.921 10 1

Collector /Local Road 800 15 1186 1364 1365 1.936 10 1

Collector /Local Road 800 15 1187 1365 1364 1.936 10 1

Collector/ Local Road 800 15 1188 243 1364 3.878 10 1

Collector /Local Road 800 15 1189 1364 243 3.878 10 1

Collector /Local Road 800 15 1190 958 1367 3.715 10 1

Collector/ Local Road 800 15 1191 1367 958 3.715 10 1

Collector /Local Road 800 15 1192 972 1369 1.667 10 1

Collector / Local Road 800 15 1193 1369 972 1.667 10 1

Collector /Local Road 800 15 1194 970 1368 0.702 10 1

Collector / Local Road 800 15 1195 1368 970 0.702 10 1

Collector / Local Road 800 15 1196 969 1370 0.725 10 1

Collector / Local Road 800 15 1197 1370 969 0.725 10 1

Collector /Local Road 800 15 1198 204 1372 0.963 10 1

Collector /Local Road 800 15 1199 1372 204 0.963 10 1

Collector /Local Road 800 15 1200 220 1371 1.722 10 1

Collector /Local Road 800 15 1201 1371 220 1.722 10 1

Collector /Local Road 800 15 1202 206 1373 1.913 10 1

Collector /Local Road 800 15 1203 1373 206 1.913 10 1

Collector /Local Road 800 15 1204 223 1374 2.467 10 1

Collector / Local Road 800 15 1205 1374 223 2.467 10 1

Collector / Local Road 800 15 1206 996 1377 1.712 10 1

Collector/ Local Road 800 15 1207 1377 996 1.712 10 1

Collector /Local Road 800 15 1208 996 1378 5.112 10 1

Collector /Local Road 800 15_

1209 1378 996 5.112 10 1

Collector /Local Road 800 15 1210 1022 1380 0.874 10 1

Collector / Local Road 800 15 1211 1380 1022 0.874 10 1

Collector/ Local Road 800 15 1212 1002 1381 3.299 10 1

Collector /Local Road 800 15 1213 1381 1002 3.299 10 1

Collector /Local Road 800 15 1214 994 1383 1.665 10 1

Collector /Local Road 800 15 1215 1383 994 1.665 10 1

Collector/ Local Road 800 15 1216 890 1382 0.561 10 1

Collector /Local Road 800 15 1217 1382 890 0.561 10 1

Collector /Local Road 800 15 1218 992 1383 0.755 10 1

Collector / Local Road 800 15 1219 1383 992 0.755 10 1

Collector /Local Road 800 15 1220 990 1384 3.076 10 1

Collector / Local Road 800 15 1221 1384 990 3.076 10 1

Collector / Local Road 800 15 1222 987 1385 3.059 10 1

Collector/ Local Road 800 15 1223 1385 987 3.059 10 1

Collector / Local Road 800 15 1224 957 1387 1.652 10 1

Collector /Local Road 800 15 1225 1387 957 1.652 10 1

Collector / Local Road 800 15 1226 952 1386 1.667 10 1

Collector / Local Road 800 15 1227 1386 952 1.667 10 1

Collector /Local Road 800 15 1228 957 1386 3.317 10 1

Collector /Local Road 800 15 1229 1386 957 3.317 10 1

Collector /Local Road 800 15 1230 959 1388 1.96 10 1

Collector / Local Road 800 15 1231 1388 959 1.96 10 1

Collector /Local Road 800 15 Page 22 of 55 Page22 o 55Appendix C - Page 23 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

_______(mi)

Width (ft)

Lanes Rate (vehlhr) 1232 995 1389 4.798 10 1

Collector!/ Local Road 800 15 1233 1389 995 4.798 10 1

Collector!/ Local Road 800 15 1234 908 1390 9.156 10 1

Collector!/ Local Road 800 15 1235 1390 908 9.156 10 1

Collector / Local Road 800 15 1236 1098 1391 0.794 10 2

Collector!/ Local Road 800 15 1237 1391 1098 0.794 10 1

Collector /Local Road 800 15 1238 214 1393 1.093 12 1

Minor Arterial 1300 40 1239 1393 214 1.093 12 1

Minor Arterial 1300 40 1240 849 850 0.065 10 1

Collector/ Local Road 800 15 1241 850 849 0.065 10 1

Collector!/ Local Road 800 15 1242 606 1396 2.948 10 1

Collector /Local Road 800 15 1243 1396 606 2.948 10 1

Collector /Local Road 800 15 1244 119 1398 0.073 12 1

Minor Arterial 1300 40 1245 1398 119 0.073 12 1

Minor Arterial 1300 40 1246 934 935 0.095 12 2

Major Arterial 2700 35 1247 935 934 0.095 12 2

Major Arterial 2700 35 1248 366 367 0.021 10 1

Collector! Local Road 800 15 1249 1

1322 0.284 10 1

Collector!/ Local Road 800 25 1250 1322 1

0.284 10 1

Collector! Local Road 800 25 1251 2

1325 0.399 10 1

Collector!/ Local Road 800 25 1252 1325 2

0.399 10 1

Collector! Local Road 800 25 1253 3

1327 0.521 10 1

Collector! Local Road 800 25 1254 1327 3

0.521 10 1

Collector!/ Local Road 800 25 1255 4

1326 0.151 10 1

Collector /Local Road 800 25 1256 1326 4

0.151 10 1

Collector /Local Road 800 25 1257 5

1328 0.925 10 1

Collector!/ Local Road 800 25 1258 1328 5

0.925 10 1

Collector!/ Local Road 800 25 1259 6

1331 0.108 10 1

Collector /Local Road 800 25 1260 1331 6

0.108 10 1

Collector! Local Road 800 25 1261 7

1332 0.206 10 1

Collector!/ Local Road 800 25 1262 1332 7

0.206 10 1

Collector!/ Local Road 800 25 1263 8

1333 0.517 10 1

Collector /Local Road 800 25 1264 1333 8

0.517 10 1

Collector!/ Local Road 800 25 1265 9

1364 2.449 10 1

Collector!/ Local Road 800 25 1266 1364 9

2.449 10 1

Collector! Local Road 800 25 1267 10 1323 0.501 10 1

Collector!/ Local Road 800 25 1268 1323 10 0.501 10 1

Collector /Local Road 800 25 1269 11 1365 1.214 10 1

Collector /Local Road 800 25 1270 1365 11 1.214 10 1

Collector/ Local Road 800 25 1271 12 954 1.457 10 1

Collector!/ Local Road 800 25 1272 954 12 1.457 10 1

Collector!/ Local Road 800 25 1273 13 1366 0.666 10 1

Collector!/ Local Road 800 25 1274 1366 13 0.666 10 1

Collector!/ Local Road 800 25 1275 14 1031 1.574 10 1

Collector! Local Road 800 25 1276 1031 14 1.574 10 1

Collector/ Local Road 800 25 1277 15 933 0.168 10 1

Collector!/ Local Road 800 25 1278 933 15 0.168 10 1

Collector!/ Local Road 800 25 1279 16 932 0.4 10 1

Collector!/ Local Road 800 25 1280 932 16 0.4 10 1

Collector / Local Road 800 25 1281 17 1330 0.587 10 1

Collector /Local Road 800 25 1282 1330 17 0.587 10 1

Collector /Local Road 800 25 1283 18 1034 0.245 10 1

Collector! Local Road 800 25 1284 1034 18 0.245 10 1

Collector!I Local Road 800 25 1285 19 938 0.302 10 1

Collector!/ Local Road 800 25 1286 938 19 0.302 10 1

Collector! Local Road 800 25 11287 20 1334 1.06 10 1

Collector /Local Road 800 25 Page 23 of 55 Page23 o 55Appendix C - Page 24 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 1288 1334 20 1.06 10 1

Collector/ Local Road 800 25 1289 21 121 2.477 10 1

Collector/ Local Road 800 25 1290 121 21 2.477 10 1

Collector / Local Road 800 25 1291 22 1338 0.646 10 1

Collector /Local Road 800 25 1292 1338 22 0.646 10 1

Collector / Local Road 800 25 1293 23 1370 0.23 10 1

Collector/ Local Road 800 25 1294 1370 23 0.23 10 1

Collector/ Local Road 800 25 1295 24 1367 0.339 10 1

Collector / Local Road 800 25 1296 1367 24 0.339 10 1

Collector /Local Road 800 25 1297 25 1368 0.15 10 1

Collector / Local Road 800 25 1298 1368 25 0.15 10 1

Collector / Local Road 800 25 1299 26 1386 0.798 10 1

Collector / Local Road 800 25 1300 1386 26 0.798 10 1

Collector / Local Road 800 25 1301 27 1387 0.175 10 1

Collector / Local Road 800 25 1302 1387 27 0.175 10 1

Collector / Local Road 800 25 1303 28 1388 0.987 10 1

Collector/ Local Road 800 25 1304 1388 28 0.987 10 1

Collector /Local Road 800 25 1305 29 1363 0.883 10 1

Collector / Local Road 800 25 1306 1363 29 0.883 10 1

Collector/ Local Road 800 25 1307 30 1369 0.599 10 1

Collector / Local Road 800 25 1308 1369 30 0.599 10 1

Collector /Local Road 800 25 1309 31 1377 0.879 10 1

Collector /Local Road 800 25 1310 1377 31 0.879 10 1

Collector/ Local Road 800 25 1311 32 1376 0.226 10 1

Collector / Local Road 800 25 1312 1376 32 0.226 10 1

Collector /Local Road 800 25 1313 33 1375 0.097 10 1

Collector / Local Road 800 25 1314 1375 33 0.097 10 1

Collector / Local Road 800 25 1315 34 1385 0.809 10 1

Collector / Local Road 800 25 1316 1385 34 0.809 10 1

Collector / Local Road 800 25 1317 35 1378 0.811 10 1

Collector / Local Road 800 25 1318 1378 35 0.811 10 1

Collector/ILocal Road 800 25 1319 36 1395 1.027 10 1

Collector / Local Road 800 25 1320 1395 36 1.027 10 1

Collector/ Local Road 800 25 1321 37 1396 2.779 10 1

Collector/ Local Road 800 25 1322 1396 37 2.779 10 1

Collector / Local Road 800 25 1323 38 1324 0.186 10 1

Collector / Local Road 800 25 1324 1324 38 0.186 10 1

Collector / Local Road 800 25 1325 39 1342 1.004 10 1

Collector/ Local Road 800 25 1326 1342 39 1.004 10 1

Collector / Local Road 800 25 1327 40 1341 0.278 10 1

Collector / Local Road 800 25 1328 1341 40 0.278 10 1

Collector /Local Road 800 25 1329 41 1397 0.203 10 1

Collector /Local Road 800 25 1330 1397 41 0.203 10 1

Collector / Local Road 800 25 1331 42 1343 0.607 10 1

Collector/ Local Road 800 25 1332 1343 42 0.607 10 1

Collector/ Local Road 800 25 1333 43 594 1.216 10 1

Collector / Local Road 800 25 1334 594 43 1.216 10 1

Collector /Local Road 800 25 1335 44 1351 0.699 10 1

Collector /Local Road 800 25 1336 11351 44 0.699 10 1

Collector/ Local Road 800 25 1337 45 1346 0.272 10 1

Collector/ Local Road 800 25 1338 1346 45 0.272 10 1

Collector/ Local Road 800 25 1339 46 1393 1.561 10 1

Collector / Local Road 800 25 1340 1393 46 1.561 10 1

Collector/ Local Road 800 25 131 47 1362 1.224 10 1

Collector /Local Road 800 25 132 1362 47 1.224 10 1

Collector /Local Road 800 25 133 48 181 0.168 10 1

Collector /Local Road 800 25 Page 24 of 55 Page24 o 55Appendix C - Page 25 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 1344 181 48 0.168 10 1

Collector /Local Road 800 25 1345 49 1394 0.61 10 1

Collector /Local Road 800 25 1346 1394 49 T 0.61 10 1

Collector / Local Road 800 25 1347 50 1361 1.384 10 1

Collector /Local Road 800 25 1348 1361 50 1.384 10 1

Collector /Local Road 800 25 1349 51 1360 0.819 10 1

Collector/ Local Road 800 25 1350 1360 51 0.819 10 1

Collector/ Local Road 800 25 1351 52 1371 0.359 10

-1 Collector/ Local Road 800 25 1352 1371 52 0.359 10 1

Collector / Local Road 800 25 1353 52 1372 0.379 10 1

Collector / Local Road 800 25 1354 1372 52 0.379 10 1

Collector /Local Road 800 25 1355 53 1373 0.399 10 1

Collector / Local Road 800 25 1356 1373 53 0.399 10 1

Collector /Local Road 800 25 1357 54 211 0.172 10 1

Collector/ Local Road 800 25 1358 211 54 0.172 10 1

Collector/ Local Road 800 25 1359 55 203 0.783 10 1

Collector / Local Road 800 25 1360 203 55 0.783 10 1

Collector / Local Road 800 25 1361 56 230 2.797 10 1

Collector / Local Road 800 25 1362 230 56 2.797 10 1

Collector /Local Road 800 25 1363 57 241 2.022 10 1

Collector /Local Road 800 25 1364 241 57 2.022 10 1

Collector /Local Road 800 25 1365 58 1282 2.667 10 1

Collector /Local Road 800 25 1366 1282 58 2.667 10 1

Collector / Local Road 800 25 1367 59 1374 1.447 10 1

Collector/ Local Road 800 25 1368 1374 59 1.447 10 1

Collector / Local Road 800 25 1369 60 1119 1.282 10 1

Collector /Local Road 800 25 1370 1119 60 1.282 10 1

Collector /Local Road 800 25 1371 61 1380 0.031 10 1

Collector /Local Road 800 25 1372 1380 61 0.031 10 1

Collector /Local Road 800 25 1373 62 1379 0.338 10 1

Collector/ Local Road 800 25 1374 1379 62 0.338 10 1

Collector/ Local Road 800 25 1375 63 1011 0.391 10 1

Collector /Local Road 800 25 1376 1011 63 0.391 10

-1 Collector /Local Road 800 25 1377 64 1042 0.445 10 1

Collector / Local Road 800 25 1378 1042 64 0.445 10 1

Collector/ Local Road 800 25 1379 65 1024 2.022 10 1

Collector/ Local Road 800 25 1380 1024 65 2.022 10 1

Collector / Local Road 800 25 1381 66 1381 0.654 10 1

Collector / Local Road 800 25 1382 1381 66 0.654 10 1

Collector /Local Road 800 25 1383 67 1383 0.301 10 1

Collector /Local Road 800 25 1384 1383 67 0.301 10 1

Collector /Local Road 800 25 1385 68 1384 0.349 10 1

Collector / Local Road 800 25 1386 1384 68 0.349 10 1

Collector/ Local Road 800 25 1387 69 1382 1.069 10 1

Collector / Local Road 800 25 1388 1382 69 1.069 10 1

Collector/ Local Road 800 25 1389 70 1389 1.419 10 1

Collector /Local Road 800 25 1390 1389 70 1.419 10 1

Collector /Local Road 800 25 1391 71 877 0.799 10 1

Collector / Local Road 800 25 1392 877 71 0.799 10 1

Collector/ Local Road 800 25 1393 72 1035 1.167 10 1

Collector / Local Road 800 25 1394 1035 72 1.167 10 1

Collector/ Local Road 800 25 1395 73 1329 0.267 10 1

Collector /Local Road 800 25 1396 1329 73 0.267 10 1

Collector /Local Road 800 25 1397 74 1390 0.531 10 1

Collector /Local Road 800 25 1398 1390 74 0.531 10 1

Collector / Local Road 800 25 11399 75 1398 0.985 10 1

Collector /Local Road 800 25 Page 25 of 55 Page25 o 55Appendix C - Page 26 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

S~~~(ml)

Width (ft)

Lanes Rate (veh/hr) 1400 1398 75 0.985 10 1

Collector/ Local Road 800 25 1401 76 1286 0.942 10 1

Collector! Local Road 800 25 1402 1286 76 0.942 10 1

Collector!/ Local Road 800 25 1403 77 1335 4.457 10 1

Collector!/ Local Road 800 25 1404 1335 77 4.457 10 1

Collector / Local Road 800 25 1405 78 1336 1.857 10 1

Collector /Local Road 800 25 1406 1336 78 1.857 10 1

Collector! Local Road 800 25 1407 79 1339 2.722 10 1

Collector! Local Road 800 25 1408 1339 79 2.722 10 1

Collector /Local Road 800 25 1409 80 1340 1.234 10 1

Collector /Local Road 800 25 1410 1340 80 1.234 10 1

Collector! Local Road 800 25 1411 81 561 0.601 10 1

Collector! Local Road 800 25 1412 561 81 0.601 10 1

Collector! Local Road 800 25 1413 82 374 1.386 10 1

Collector!/ Local Road 800 25 1414 374 82 1.386 10 1

Collector /Local Road 800 25 1415 83 573 0.128 10 1

Collector!/ Local Road 800 25 1416 573 83 0.128 10 1

Collector! Local Road 800 25 1417 84 407 0.349 10 1

Collector /Local Road 800 25 1418 407 84 0.349 10 1

Collector!/ Local Road 800 25 1419 85 458 0.166 10 1

Collector! Local Road 800 25 1420 458 85 0.166 10 1

Collector!/ Local Road 800 25 1421 86 651 0.238 10 1

Collector /Local Road 800 25 1422 651 86 0.238 10 1

Collector / Local Road 800 25 1423 87 1250 1.647 10 1

Collector /Local Road 800 25 1424 1250 87 1.647 10 1

Collector! Local Road 800 25 1425 88 1344 0.83 10 1

Collector! Local Road 800 25 1426 1344 88 0.83 10 1

Collector!/ Local Road 800 25 1427 89 1345 1.264 10 1

Collector /Local Road 800 25 1428 1345 89 1.264 10 1

Collector /Local Road 800 25 1429 90 1347 0.266 10 1

Collector! Local Road 800 25 1430 1347 90 0.266 10 1

Collector!/ Local Road 800 25 1431 91 1348 0.622 10 1

Collector / Local Road 800 25 1432 1348 91 0.622 10 1

Collector / Local Road 800 25 1433 92 1349 0.158 10 1

Collector!/ Local Road 800 25 1434 1349 92 0.158 10 1

Collector!/ Local Road 800 25 1435 93 1350 1.391 10 1

Collector!/ Local Road 800 25 1436 1350 93 1.391 10 1

Collector /Local Road 800 25 1437 94 1356 0.318 10 1

Collector/ Local Road 800 25 1438 1356 94 0.318 10 1

Collector! Local Road 800 25 1439 95 1358 1.018 10 1

Collector!/ Local Road 800 25 1440 1358 95 1.018 10 1

Collector /Local Road 800 25 1441 96 1359 1.08 10 1

Collector /Local Road 800 25 1442 1359 96 1.08 10 1

Collector! Local Road 800 25 1443 97 1357 0.385 10 1

Collector!/ Local Road 800 25 1444 1357 97 0.385 10 1

Collector!/ Local Road 800 25 1445 98 363 1.491 10 1

Collector /Local Road 800 25 1446 363 98 1.491 10 1

Collector /Local Road 800 25 1447 99 1278 2.025 10 1

Collector!/ Local Road 800 25 1448 1278 99 2.025 10 1

Collector!/ Local Road 800 25 1449 100 415 1.093 10 1

Collector /Local Road 800 25 1450 415 100 1.093 10 1

Collector /Local Road 800 25 1451 101 1392 0.167 10 1

Collector /Local Road 800 25 1452 1392 101 0.167 10 1

Collector! Local Road 800 25 1453 102 1210 0.08 10 1

Collector!/ Local Road 800 25 1454 1210 102 0.08 10 1

Collector! Local Road 800 25 1455 103 1208 0.198 10 1

Collector/ Local Road 800 25 Page 26 of 55 Page26 o 55Appendix C - Page 27 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 1456 1208 103 0.198 10 1

Collector / Local Road 800 25 1457 104 1207 0.4 16 10 1

Collector / Local Road 800 25 1458 1207 104 0.416 10 1

Collector /Local Road 800 25 1459 105 1073 0.365 10 1

Collector / Local Road 800 25 1460 1073 105 0.365 10 1

Collector/ Local Road 800 25 1461 106 1068 1.181 10 1

Collector /Local Road 800 25 1462 1068 106 1.181 10 1

Collector /Local Road 800 25 1463 107 1355 1.065 10 1

Collector /Local Road 800 25 1464 1355 107 1.065 10 1

Collector /Local Road 800 25 1465 108 1391 0.218 10 1

Collector/ Local Road 800 25 1466 1391 108 0.218 10 2

Collector/ Local Road 800 25 1467 109 1205 0.635 10 1

Collector/ Local Road 800 25 1468 1205 109 0.635 10 1

Collector / Local Road 800 25 1469 110 1293 0.496 10 1

Collector / Local Road 800 25 1470 1293 110 0.496 10 2

Collector / Local Road 800 25 1471 369 1399 1.966 12 2

Freeway 4100 65 1472 1090 1400 1.02 12 2

Freeway 4100 65 1473 117 118 2.703 12 1

Principal Arterial 1600 55 1474 118 117 2.703 12 1

Principal Arterial 1600 55 1475 ill 121 4.326 12 1

Major Arterial 1300 45 1476 121 ill 4.326 12 1

Major Arterial 1300 45 1477 118 120 0.168 11 1

Minor Arterial 1300 30 1478 120 118 0.168 11 1

Minor Arterial 1300 30 1479 120 122 0.663 11 1

Collector /Local Road 1300 30 1480 122 120 0.663 11 1

___Collector

/ Local Road 1300 30 1481 122 237 0.347 12 1

Collector /Local Road 1300 40 1482 237 122 0.347 12 1

Collector /Local Road 1300 40 1483 123 1286 2.079 12 1

Major Arterial 1300 45 1484 1286 123 2.079 12 1

Major Arterial 1300 45 1485 119 1216 6.241 1

12 1

Principal Arterial 1600 55 1486 1216 119 6.241 12 1

Principal Arterial 1600 55 1487 125 898 2.016 12 1

Principal Arterial 1600 55 1488 898 125 2.016 12 1

Principal Arterial 1600 55 1489 126 900 1.996 12 1

Major Arterial 1300 45 1490 900 126 1.996 12 1

Major Arterial 1300 45 1491 133 138 3.216 12 1

Principal Arterial 1600 55 1492 138 133 3.216 12 1

Principal Arterial 1600 55 1493 146 243 1.958 12 1

Major Arterial 1300 45 1494 243 146 1.958 12 1

Major Arterial 1300 45 1495 133 176 2.008 12 1

Principal Arterial 1600 55 1496 176 133 2.008 12 1

Principal Arterial 1600 55 1497 155 850 2.529 12 2

Principal Arterial 3650 55 1498 154 156 2.335 11 1

Minor Arterial 1300 35 1499 156 154 2.335 11 1

Minor Arterial 1300 35 1500 161 162 1.997 12 1

Principal Arterial 1600 55 1501 162 161 1.997 12 1

Principal Arterial 1600 55 1502 164 176 4.016 12 1

Major Arterial 1300 45 1503 176 164 4.016 12 1

Major Arterial 1300 45 1504 164 1307 1.996 12 1

Major Arterial 1300 45 1505 1307 164 1.996 12 1

Major Arterial 1300 45 1506 165 1307 1.996 12 1

Major Arterial 1300 45 1507 1307 165 1.996 12 1

Major Arterial 1300 45 1508 167 168 1.808 12 1

Major Arterial 1300 45 1509 168 167 1.808 12 1

Major Arterial 1300 45 1510 170 250 0.147 12 1

Collector/ Local Road 1300 40 1511 250 170 0.147 12 1

Collector/ Local Road 1300 40 Page 27 of 55 Page27 o 55Appendix C - Page 28 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

(mi)

Width (ft)

Lanes Rate (vehlhr) 1512 176 186 2.017 12 1

Principal Arterial 1600 55 1513 186 176 2.017 12 1

Principal Arterial 1600 55 1514 171 177 0.599 12 1

Principal Arterial 1600 30 1515 177 171 0.599 12 1

Principal Arterial 1600 30 1516 177 178 0.125 12 1

Principal Arterial 1600 30 1517 178 177 0.125 12 1

Principal Arterial 1600 30 1518 178 179 0.125 12 1

Principal Arterial 1600 30 1519 179 178 0.125 12 1

Principal Arterial 1600 30 1520 179 180 0.439 12 1

Principal Arterial 1600 30 1521 180 179 0.439 12 1

Principal Arterial 1600 30 1522 179 181 0.242 11 1

Major Arterial 1300 30 1523 181 179 0.242 11 1

Major Arterial 1300 30 1524 180 249 0.245 12 1

Principal Arterial 1600 35 1525 249 180 0.245 12 1

Principal Arterial 1600 35 1526 173 182 1.155 12 1

Major Arterial 1300 45 1527 182 173 1.155 12 1

Major Arterial 1300 45 1528 181 183 0.282 11 1

Major Arterial 1300 30 1529 183 181 0.282 11 1

Major Arterial 1300 30 1530 189 190 0.539 12 1

Minor Arterial 1300 40 1531 190 189 0.539 12 1

Minor Arterial 1300 40 1532 201 202 0.125 12 1

Major Arterial 1300 40 1533 202 201 0.125 12 1 _

Major Arterial 1300 40 1534 203 226 1.213 12 1

Major Arterial 1300 55 1535 226 203 1.213 12 1

Major Arterial 1300 55 1536 202 204 0.374 12 1

Major Arterial 1300 40 1537 204 202 0.374 12 1

Major Arterial 1300 40 1538 204 209 0.333 12 1

Major Arterial 1300 40 1539 209 204 0.333 12 1

Major Arterial 1300 40 1540 205 208 0.165 11 1

Major Arterial 1300 30 1541 208 205 0.165 11 1

Major Arterial 1300 30 1542 207 209 0.368 11 1

Major Arterial 1300 30 1543 209 207 0.368 11 1

Major Arterial 1300 30 1544 208 210 0.097 12 1

Principal Arterial 1600 30 1545 210 208 0.097 12 1

Principal Arterial 1600 30 1546 212 982 0.363 12 1

Ramp 1500 35 1547 209 219 0.296 12 1

Collector /Local Road 1300 40 1548 219 209 0.296 12 1

Collector /Local Road 1300 40 1549 213 214 0.286 12 1

Principal Arterial 1600 55 1550 214 213 0.286 12 1

Principal Arterial 1600 55 1551 214 248 1.989 12 1

Principal Arterial 1600 55 1552 248 214 1.989 12 1

Principal Arterial 1600 55 1553 208 224 0.773 12 1

Principal Arterial 1600 45 1554 224 208 0.773 12 1

Principal Arterial 1600 45 1555 219 220 0.5 12 1

Collector/ Local Road 1300 45 1556 220 219 0.5 12 1

Collector / Local Road 1300 45 1557 220 259 0.425 12 1

Collector / Local Road 1300 45 1558 259 220 0.425 12 1

Collector / Local Road 1300 45 1559 226 231 2.883 12 1

Major Arterial 1300 40 1560 231 226 2.883 12 1

Major Arterial 1300 40 1561 227 228 0.045 12 1

Collector / Local Road 1300 40 1562 228 227 0.045 12 1

Collector /Local Road 1300 40 1563 235 240 4.908 12 1

Principal Arterial 1600 55 1564 240 235 4.908 12 1

Principal Arterial 1600 55 1565 198 968 0.416 12 1

Principal Arterial 1600 45 1566 968 198 0.416 12 1

Principal Arterial 1600 45 1567 141 164 2.012 12 1

Minor Arterial 1300 40__

Page 28 of 55 Page28 o 55Appendix C - Page 29 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

S (mi)

Width (ft)

Lanes Rate (vehlhr) 1568 164 141 2.012 12 1

Minor Arterial 1300 40 1569 237 1398 0.545 12 1

Minor Arterial 1300 40 1570 1398 237 0.545 12 1

Minor Arterial 1300 40 1571 183 187 0.676 11 1

Major Arterial 1300 35 1572 187 183 0.676 11 1

Major Arterial 1300 35 1573 170 178 0.812 12 1

Collector/ Local Road 1300 40 1574 178 170 0.812 12 1

Collector/ Local Road 1300 40 1575 170 172 0.791 12 1

Collector / Local Road 1300 40 1576 172 170 0.791 12 1

Collector /Local Road 1300 40 1577 230 232 2.919 12 1

Major Arterial 1300 45 1578 232 230 2.919 12 1

Major Arterial 1300 45 1579 229 233 0.65 12 1

Principal Arterial 1600 35 1580 233 229 0.65 12 1 _

Principal Arterial 1600 35 1581 210 223 0.431 11 1

Major Arterial 1300 35 1582 223 210 0.431 11 1

Major Arterial 1300 35 1583 144 154 1.588 12 1

Major Arterial 1300 45 1584 154 144 1.588 12 1

Major Arterial 1300 45 1585 218 224 0.319 12 1

Collector /Local Road 1300 45 1586 224 218 0.319 12 1

Collector/ Local Road 1300 45 1587 192 201 0.869 12 1

Major Arterial 1300 45 1588 201 192 0.869 12 1

Major Arterial 1300 45 1589 231 234 4.87 12 1

Major Arterial 1300 55 1590 234 231 4.87 12 1

Major Arterial 1300 55 1591 182 261 1.561 12 1

Major Arterial 1300 45 1592 261 182 1.561 12 1

Major Arterial 1300 45 1593 249 1393 1.995 12 1

Minor Arterial 1300 40 1594 1393 249 1.995 12 1

Minor Arterial 1300 40 1595 191 242 0.984 1

12 1

Major Arterial 1300 45 1596 242 191 0.984 12 1

Major Arterial 1300 45 1597 253 143 0.858 12 2

Freeway 4100 65 1598 137 148 0.366 12 2

Freeway 4100 65 1599 985 260 0.201 12 1

Ramp 1500 35 1600 ill 112 7.042 12 1

Principal Arterial 1600 55 1601 112 ill 7.042 12 1

Principal Arterial 1600 55 1602 264 1226 0.728 12 2

Principal Arterial 3200 45 1603 1226 264 0.728 12 2

Principal Arterial 3200 45 1604 1 273 272 1.358 12 2

Freeway 4100 65 1605 274 271 1.347 1

12 2

Freeway 4100 65 1606 276 275 0.245 12 2

Freeway 4100 65 1607 278 277 0.555 12 2

Freeway 4100 65 1608 279 276 0.585 12 2

Freeway 4100 65 1609 282 281 0.149 12 1

Minor Arterial 1300 40 1610 283 531 0.499 12 1

Collector / Local Road 1300 40 1611 531 283 0.499 12 1

Collector / Local Road 1300 40 1612 196 200 0.433 12 2

Freeway 4100 65 1613 199 194 0.43 12 2

Freeway 4100 65 1614 153 253 0.972 12 2

Freeway 4100 65 1615 148 256 1.067 12 2

Freeway 4100 65 1616 135 137 0.228 12 2

Freeway 4100 65 1617 143 145 0.258 12 2

Freeway 4100 65 1618 160 163 0.471 12 2

Freeway 4100 65 1619 263 158 0.494 12 2

Freeway 4100 65 1620 285 286 0.264 12 2

Principal Arterial 3200 45 1621 288 287 0.506 12 2

Freeway 4100 65 1622 289 888 0.634 12 2

Freeway 4100 65 1623 291 887 0.447 12 3

Freeway 6150 65 Page 29 of 55 Page29 o 55Appendix C - Page 30 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

(ml)

Width (ft)

Lanes Rate________

1624 295 294 0.667 12 3

Freeway 6150 65 1625 296 614 1.617 12 2

Freeway 4100 65 1626 299 298 0.234 12 2

Freeway 4100 65 1627 533 300 0.047 12 2

Freeway 4100 65 1628 304 303 0.475 12 3

Freeway 6150 65 1629 306 305 0.66 12 2

Freeway 4100 65 1630 308 307 0.737 12 2

Freeway 4100 65 1631 294 309 0.218 12 3

Freeway 6150 65 1632 311 310 0.242 12 3

Freeway 6150 65 1633 313 314 0.41 12 2

Freeway 4100 65 1634 617 315 1.09 12 2

Freeway 4100 65 1635 316 617 0.493 12 2

Freeway 4100 65 1636 318 319 0.446 12 2

Freeway 4100 65 1637 320 321 0.261 12 2

Freeway 4100 65 1638 322 480 0.273 12 1

Principal Arterial 1600 45 1639 323 527 0.122 12 2

Principal Arterial 3200 45 1640 695 326 0.117 12 3

Freeway 6150 65 1641 521 330 0.307 12 1

Major Arterial 1300 50 1642 498 331 0.744 12 1

Minor Arterial 1300 40 1643 333 332 0.26 12 1

Major Arterial 1300 50 1644 1314 337 0.348 12 2

Freeway 4100 65 1645 602 613 1.14 12 1

Major Arterial 1300 45 1646 613 602 1.14 12 1

Major Arterial 1300 45 1647 351 854 0.847 12 1

Major Arterial 1300 45 1648 854 351 0.847 12 1

Major Arterial 1300 45 1649 357 375 0.556 12 3

Principal Arterial 4800 45 1650 375 357 0.556 12 3

Principal Arterial 4800 45 1651 364 595 1.009 12 2

Minor Arterial 2600 40 1652 595 364 1.009 12 2

Minor Arterial 2600 40 1653 361 365 1.003 12 1

Major Arterial 1300 45 1654 365 361 1.003 12 1

Major Arterial 1300 45 1655 366 359 0.272 12 2

Principal Arterial 3200 45 1656 334 370 1.011 12 2

Principal Arterial 3200 45 1657 371 373 1.054 12 1

Principal Arterial 1600 45 1658 373 371 1.054 12 1

Principal Arterial 1600 45 1659 373 374 1.771 12 1

Collector/ Local Road 1300 40 1660 374 373 1.771 12 1

Collector / Local Road 1300 40 1661 373 380 1.002 12 2

Principal Arterial 3200 45 1662 380 373 1.002 12 2

Principal Arterial 3200 45 1663 377 338 1.069 12 2

Freeway 4100 65 1664 376 378 0.083 12 2

Principal Arterial 3200 45 1665 378 376 0.083 12 2

Principal Arterial 3200 45 1666 380 381 0.708 12 1

Major Arterial 1300 45 1667 381 380 0.708 12 1

Major Arterial 1300 45 1668 342 381 1.002 12 1

Major Arterial 1300 45 1669 381 342 1.002 12 1

Major Arterial 1300 45 1670 383 595 0.988 12 1

Major Arterial 1300 45 1671 595 383 0.988 12 1

Major Arterial 1300 45 1672 383 388 0.917 12 1

Major Arterial 1300 45 1673 388 383 0.917 12 1

Major Arterial 1300 45 1674 384 390 0.623 12 2

Major Arterial 2700 45 1675 390 384 0.623 12 2

Major Arterial 2700 45 1676 390 391 1.251 12 2

Major Arterial 2700 45 1677 391 390 1.251 12 2

Major Arterial 2700 45 1678 400 595 0.506 12 1

Minor Arterial 1300 40 1679 595 400 0.506 12 1

Minor Arterial 1300 40 Page 30 of 55 Page30 o 55Appendix C - Page 31 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 1680 386 399 0.731 12 2

Principal Arterial 3200 45_

1681 399 386 0.731 12 2

Principal Arterial 3200 45 1682 401 402 0.067 12 1

Major Arterial 1300 45 1683 402 401 0.067 12 1

Major Arterial 1300 45 1684 390 417 1.124 12 1

Collector/ Local Road 1300 40 1685 417 390 1.124 12 1

Collector /LocaliRoad 1300 40 1686 381 404 1.007 12 1

Collector /Local Road 1300 40 1687 404 381 1.007 12 1

Collector / Local Road 1300 40 1688 396 405 0.637 12 1

Collector/ Local Road 1300 40 1689 405 396 0.637 12 1

Collector/ Local Road 1300 40 1690 342 404 1.41 12 1

Principal Arterial 1600 45 1691 404 342 1.41 12 1

Principal Arterial 1600 45 1692 402 406 0.56 12 1

Major Arterial 1300 45 1693 406 402 0.56 12 1

Major Arterial 1300 45 1694 380 409 1.081 12 1

Principal Arterial 1600 45 1695 409 380 1.081 12 1

Principal Arterial

___1600 45 1696 404 409 0.835 12 1

Minor Arterial 1300 40 1697 409 404 0.835 12 1

Minor Arterial 1300 40 1698 404 407 0.494 12 1

Minor Arterial 1300 40 1699 407 404 0.494 12 1

Minor Arterial 1300 40 1700 408 410 0.028 12 1

Major Arterial 1300 45 1701 410 408 0.028 12 1

Major Arterial 1300 45 1702 407 571 0.87 12 1

Minor Arterial 1300 40 1703 571 407 0.87 12

-1 Minor Arterial 1300 40 1704 410 411 0.028 12 1

Collector /Local Road 1300 40 1705 409 413 0.177 12 1

Principal Arterial 1600 45 1706 413 409 0.177 12 1

-Principal Arterial 1600 45 1707 415 416 0.53 12 1

Major Arterial 1300 45 1708 416 415 0.53 12 1

Major Arterial 1300 45 1709 402 427 0.822 12 1

Major Arterial 1300 45 1710 427 402 0.822 12 1

Major Arterial 1300 45 1711 403 426 0.625 12 1

Minor Arterial 1300 40 1712 426 403 0.625 12 1

Minor Arterial 1300 40 1713 415 426 0.596 12 1

Major Arterial 1300 45 1714 426 415 0.596 12 1

Major Arterial 1300 45 1715 418 419 0.401 12

-1 Collector /Local Road 1300 40 1716 419 418 0.401 12 1

Collector /Local Road 1300 40 1717 419 421 0.123 12 1

Collector/ Local Road 1300 40 1718 421 419 0.123 12 1

Collector/ Local Road 1300 40 1719 404 422 0.497 12 1

Collector / Local Road 1300 40 1720 422 404 0.497 12 1

Collector / Local Road 1300 40 1721 391 424 1.307 12 1

Major Arterial 1300 45 1722 424 391 1.307 12 1

Major Arterial 1300 45 1723 411 428 0.54 12 1

Collector / Local Road 1300 40 1724 428 411 0.54 12 1

Collector /Local Road 1300 40 1725 422 423 1.446 12 1

Collector / Local Road 130 '0 40 1726 423 422 1.446 12 1

Collector / Local Road 1300 40 1727 418 434 0.258 12 1

Principal Arterial 1600 45 1728 434 418 0.258 12 1

Principal Arterial 1600 45 1729 400 440 1.093 12 1

Minor Arterial 1300 40 1730 440 400 1.093 12 1

Minor Arterial 1300 40 1731 422 430 0.167 12 1

Collector / Local Road 1300 40 1732 430 422 0.167 12 1

Collector/ Local Road 1300 40 1733 409 437 0.673 12 1

Collector /Local Road 1300 40 1734 437 409 0.673 12 1

Collector / Local Road 1300 40 1735 427 428 0.506 12

-2 Principal Arterial 3200 45 Page 31 of 55 Page31 o 55Appendix C - Page 32 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node 0-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

(ml)

Width (ft)

Lanes Rate________

1736 428 427 0.506 12 2

Principal Arterial 3200 45 1737 436 419 0.249 12 1

Principal Arterial 1600 45 1738 420 438 0.252 12 1

Principal Arterial 1600 45 1739 404 431 0.887 12 1

Principal Arterial 1600 45 1740 431 404 0.887 12 1

Principal Arterial 1600 45 1741 430 431 0.491 12 1

Collector /Local Road 1300 40 1742 431 430 0.491 12 1

Collector/ Local Road 1300 40 1743 433 431 0.105 12 1

Principal Arterial 1600 45 1744 432 434 0.441 12 1

Principal Arterial 1600 45 1745 434 432 0.441 12 1

Principal Arterial 1600 45 1746 434 435 0.123 12 1

Principal Arterial 1600 45 1747 435 434 0.123 12 1

Principal Arterial 1600 45 1748 435 436 0.266 12 1

Principal Arterial 1600 45 1749 436 438 0.15 12 1

Principal Arterial 1600 45 1750 438 437 0,281 12 1

Principal Arterial 1600 45 1751 429 455 0.33 12 1

Major Arterial 1300 45 1752 455 429 0.33 12 1

Major Arterial 1300 45 1753 425 442 0.776 12 2

Principal Arterial 3200 45 1754 442 425 0.776 12 2

Principal Arterial 3200 45 1755 431 443 0.226 12 1

Principal Arterial 1600 45 1756 445 433 0.198 12 1

Collector / Local Road 1300 45 1757 448 436 0.198 12 1

Principal Arterial 1600 45 1758 438 449 0.198 12 1

Principal Arterial 1600 45 1759 434 450 0.3 12 1

Principal Arterial 1600 45 1760 450 434 0.3 12 1

Principal Arterial 1600 45 1761 346 423 1.085 12 2

Principal Arterial 3200 45 1762 423 346 1.085 1

12 2

Principal Arterial 3200 45 1763 448 444 0.23 12 1

Principal Arterial 1600 45 1764 449 448 0.149 12 1

Principal Arterial 1600 45 1765 445 449 0.371 12 1

Principal Arterial 1600 45 1766 432 451 0.258 12 1

Collector /Local Road 1300 40 1767 451 432 0.258 12 1

Collector / Local Road 1300 40 1768 425 463 0.458 12 1

Major Arterial 1300 45 1769 463 425 0.458 12 1

Major Arterial 1300 45 1770 451 454 0.522 12 1

Collector / Local Road 1300 40 1771 454 451 0.522 12 1

Collector / Local Road 1300 40 1772 430 461 0.318 12 1

Collector / Local Road 1300 40 1773 461 430 0.318 12 1

Collectorl/ Local Road 1300 40 1774 443 461 0.513 12 1

Major Arterial 1300 50 1775 461 443 0.513 12 1

Major Arterial 1300 50 1776 447 463 0.871 12 1

Minor Arterial 1300 40 1777 463 447 0.871 12 1

Minor Arterial 1300 40 1778 443 465 0.222 12 1

Major Arterial 1300 50 1779 346 462 1.191 12 1

Principal Arterial 1600 45 1780 462 346 1.191 12 1

Principal Arterial 1600 45 1781 460 466 0.578 12 2

Principal Arterial 3200 45 1782 473 457 0.25 12 1

Principal Arterial 1600 45 1783 467 445 0.283 12 1

Collector / Local Road 1300 45 1784 459 596 0.257 12 1

Principal Arterial 1600 45 1785 474 470 0.358 12 2

Principal Arterial 3200 45 1786 471 474 0.35 12 2

Principal Arterial 3200 45 1787 456 475 0.509 12 1

Collector / Local Road 1300 40 1788 475 456 0.509 12 1

Collector / Local Road 1300 40 1789 467 476 0.294 12 1

Major Arterial 1300 50 1790 476 467 0.294 12 1

Major Arterial 1300 50 1791 454 477 0.494 12 1

Minor Arterial 1300 40 Page 32 of 55 Page32 o 55Appendix C - Page 33 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Lik#

UNd

-oe Length Lane Number of Roadway Type Ratraeio Felhrw

___(mph)

Lik -Nde DNoe (ml)

Width (ft)

Lanes FFSe (mph)h 1792 477 454 0.494 12 1

Minor Arterial 1300 40 1793 480 473 0.258 12 1

Principal Arterial 1600 45 1794 475 477 0.627 12 1

Collector / Local Road 1300 40 1795 477 475 0.627 12 1 _

Collector/ Local Road 1300 40 1796 477 480 0.365 12 1

Minor Arterial 1300 40 1797 480 477 0.365 12 1

Minor Arterial 1300 40 1798 354 355 1.445 12 2

Minor Arterial 2600 40 1799 355 354 1.445 12 2

Minor Arterial 2600 40 1800 427 486 0.97 12 1

Major Arterial 1300 45 1801 486 427 0.97 12 1

Major Arterial 1300 45 1802 481 484 0.506 12 1

Major Arterial 1300 45 1803 484 481 0.506 12 1

Major Arterial 1300 45 1804 464 485 0.923 12 1

Major Arterial 1300 45 1805 1

485 464 0.923 12 1

1 Major Arterial 1300 45 1806 460 513 0.839 12 1

Majo rArterial 1300 45 1807 513 460 0.839 12 1

Major Arterial 1300 45 1808 481 490 0.185 12 1

Principal Arterial 1600 45 1809 482 488 0.648 12 1

Principal Arterial 1600 45 1810 488 482 0.648 12 1

Principal Arterial 1600 45 1811 424 488 1.062 12 1

Minor Arterial 1300 40 1812 488 424 1.062 12 1

Minor Arterial 1300 40 1813 488 502 0.32 12 1

Principal Arterial 1600 45 1814 502 488 0.32 12 1

Principal Arterial 1600 45 1815 319 495 2.283 12 2

Freeway 4100 65 1816 488 504 0.129 12 1

Collector/ Local Road 1300 40 1817 504 488 0.129 12 1

Collector/ Local Road 1300 40 1818 501 502 0.335 12 1

Principal Arterial 1600 45 1819 502 501 0.335 12 1

PricipalArterial 1600 45___

1820 502 503 0.262 12 1

Collector / Local Road 1300 40 1821 503 502 0.262 12 1

Collector / Local Road 1300 40 1822 513 518 0.989 12 1

Collector /Local Road 1300 40 1823 518 513 0.989 12 1

Collector /Local Road 1300 40 1824 416 519 1.553 12 1

Major Arterial 1300 45 1825 519 416 1.553 12 1

Major Arterial 1300 45 1826 518 523 0.989 12 1

Collector/ Local Road 1300 40 1827 523 518 0.989 12 1

Collector /Local Road 1300 40 1828 523 531 0.996 12 1

Collector /Local Road 1300 40 1829 531 523 0.996 12 1

Collector / Local Road 1300 40 1830 846 532 0.105 12 2

Principal Arterial 3200 45 1831 528 538 0.157 12 2

Principal Arterial 3200 45 1832 534 694 0.795 12 1

Ramp 1500 35 1833 535 539 0.167 12 2

Principal Arterial 3200 45 1834 539 535 0.167 12 2

Principal Arterial 3200 45 1835 331 537 0.46 12 1

Minor Arterial 1300 40 1836 537 331 0.46 12 1

Minor Arterial 1300 40 1837 537 539 0.899 12 1

Minor Arterial 1300 40 1838 539 537 0.899 12 1

Minor Arterial 1300 40 1839 355 1315 1.737 12 2

Principal Arterial 3200 45 1840 1315 355 1.737 12 2

Principal Arterial 3200 45 1841 537 544 0.347 12 1

Collector /Local Road 1300 40 1842 544 537 0.347 12 1

Collector /Local Road 1300 40 1843 544 653 0.948 12 2

Principal Arterial 3200 45 1844 653 544 0.948 12 2

Principal Arterial 3200 45 1845 281 546 0.513 12 1

Minor Arterial 1300 40 1846 546 281 0.513 12 1

Minor Arterial 1300 40

-1"847 540 547 0.283 12 1

Principal Arterial 1600 35 Page 33 of 55 Page33 o 55Appendix C - Page 34 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fhlow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

1848 547 540 0.283 12 1

Principal Arterial

___1600 35 1849 543 545 0.977 12 1

Major Arterial 1300 45 1850 545 543 0.977 12 1

Major Arterial 1300 45 1851 283 545 0.993 12 1

Major Arterial 1300 45 1852 545 283 0.993 12 1

Major Arterial 1300 45 1853 546 547 0.203 12 1

Major Arterial 1300 45 1854 547 546 0.203 12 1

Major Arterial 1300 45 1855 547 548 0.238 12 1

Principal Arterial 1600 35 1856 548 547 0.238 12 1

Principal Arterial 1600 35 1857 548 651 0.28 12 1

Principal Arterial 1600 35 1858 651 548 0.28 12 1

Principal Arterial 1600 35 1859 550 553 0.536 12 2

Principal Arterial 3200 45 1860 553 550 0.536 12 2

Principal Arterial 3200 45 1861 286 556 0.264 12 2

Principal Arterial 3200 45 1862 268 558 0.592 12 1

Collector/ Local Road 1300 45 1863 558 268 0.592 12 1

Collector/ Local Road 1300 45 1864 560 561 0.218 12 2

Collector / Local Road 2600 40 1865 561 560 0.218 12 2

Collector / Local Road 2600 40 1866 559 562 0.742 12 2

Principal Arterial 3200 45 1867 562 559 0.742 12 2

Principal Arterial 3200 45 1868 561 564 0.304 12 2

Collector / Local Road 2600 40 1869 564 561 0.304 12 2

Collector / Local Road 2600 40 1870 562 563 0.186 12 1

Principal Arterial 1600 45 1871 563 562 0.186 12 1

Principal Arterial 1600 45 1872 374 563 1.075 12 1

Collector/ Local Road 1300 40 1873 563 374 1.075 12 1

Collector/ Local Road 1300 40 1874 564 565 0.466 12 1

Collector / Local Road 1300 40 1875 565 564 0.466 12 1

Collector /Local Road 1300 40 1876 565 566 0.396 12 1

Minor Arterial 1300 40 1877 566 565 0.396 12 1

Minor Arterial 1300 40 1878 566 567 0.125 12 1

Minor Arterial 1300 40 1879 567 566 0.125 12 1

Minor Arterial 1300 40 1880 269 567 0.158 12 1

Major Arterial 1300 45 1881 567 269 0.158 12 1

Major Arterial 1300 45 1882 341 563 1.008 12 1

Collector/ Local Road 1300 40 1883 563 341 1.008 12 1

Collector /Local Road 1300 40 1884 343 563 1.139 12 1

Principal Arterial 1600 45 1885 563 343 1.139 12 1

Principal Arterial 1600 45 1886 284 568 0.857 12 2

Minor Arterial 2600 40 1887 568 284 0.857 12 2

Minor Arterial 2600 40 1888 341 569 0.827 12 1

Collector /Local Road 1300 40 1889 569 341 0.827 12 1

Collector /Local Road 1300 40 1890 284 341 1

12 1

Collector/ Local Road 1300 40 1891 341 284 1

12 1

Collector/ Local Road 1300 40 1892 341 570 0.274 12 1

Collector / Local Road 1300 40 1893 570 341 0.274 12 1

Collector /Local Road 1300 40 1894 345 566 3.627 12 1

Minor Arterial 1300 40 1895 566 345 3.627 12 1

Minor Arterial 1300 40 1896 572 1310 1.194 12 1

Collector/ Local Road 1300 40 1897 1310 572 1.194 12 1

Collector/ Local Road 1300 40 1898 284 574 1.558 12 2

Minor Arterial 2600 40 1899 574 284 1.558 12 2

Minor Arterial 2600 40 1900 569 571 1.247 12 2

Principal Arterial 3200 45 1901 571 569 1.247 12 2

Principal Arterial 3200 45 1902 571 572 1.36 12 2

Major Arterial 2700 415 1903 572 571 1.622 Major Arterial 2700 45 Page 34 of 55 Page34 o 55Appendix C - Page 35 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (veh/hr) 1904 572 573 0.637 12 2

Major Arterial 2700 45 1905 573 572 0.637 12 2

Major Arterial 2700 45 1906 573 574 0.442 12 2

Major Arterial 2700 45 1907 574 573 0.442 12 2

Major Arterial 2700 45 1908 575 576 0.614 12 2

Major Arterial 2700 45 1909 576 575 0.614 12 2

Major Arterial 2700 45 1910 423 571 0.93 12 2

Principal Arterial 3200 45 1911 571 423 0.93 12 2

Principal Arterial 3200 45 1912 574 580 1.533 12 2

Minor Arterial 2600 40 1913 580 574 1.533 12 2

Minor Arterial 2600 40 1914 346 579 1.145 12 1

Principal Arterial 1600 45 1915 579 346 1.145 12 1

Principal Arterial 1600 45 1916 579 580 1.267 12 2

Principal Arterial 3200 45 1917 580 579 1.267 12 2

Principal Arterial 3200 45 1918 580 581 1.097 12 2

Principal Arterial 3200 45 1919 581 580 1.097 12 2

Principal Arterial 3200 45 1920 581 582 1.647 12 2

Principal Arterial 3200 45 1921 582 581 1.647 12 2

Principal Arterial 3200 45 1922 344 584 0.219 12 2

Principal Arterial 3200 45 1923 584 344 0.2 19 12 2

Principal Arterial 3200 45 1924 578 584 0.164 12 2

Principal Arterial 3200 45 1925 584 578 0.164 12 2

Principal Arterial 3200 45 1926 578 585 0.14 12 2

Principal Arterial 3200 45 1927 585 578 0.14 12 2

Principal Arterial 3200 45 1928 585 586 0.266 12 1

Principal Arterial 1600 45 1929 586 585 0.266 12 1

Principal Arterial 1600 45 1930 586 587 0.306 12 2

Principal Arterial 3200 45 1931 587 586 0.306 12 2

Principal Arterial 3200 45 1932 577 290 0.459 12 2

Freeway 4100 65 1933 352 356 1.188 12 1

Major Arterial 1300 45 1934 356 352 1.188 12 1

Major Arterial 1300 45 1935 347 348 0.473 12 1

Principal Arterial 1600 45 1936 348 347 0.473 12 1

Principal Arterial 1600 45 1937 590 854 0.756 12 1

Major Arterial 1300 45 1938 854 590 0.756 12 1

Major Arterial 1300 45 1939 591 349 0.324 12 2

Principal Arterial 3200 45 1940 297 536 2.212 12 2

Freeway 4100 65 1941 414 421 0.312 12 1

Principal Arterial 1600 45 1942 421 414 0.312 12 1

Principal Arterial 1600 45 1943 419 412 0.384 12 1

Principal Arterial 1600 45 1944 355 519 2.058 12 2

Principal Arterial 3200 45 1945 519 355 2.058 12 2

Principal Arterial 3200 45 1946 601 603 0.55 12 1

Major Arterial 1300 45 1947 603 601 0.55 12 1

Major Arterial 1300 45 1948 696 705 0.304 12 2

Minor Arterial 2600 40 1949 705 696 0.304 12 2

Minor Arterial 2600 40 1950 605 697 2.59 12 2

Principal Arterial 3200 45 1951 697 605 2.59 12 2

Principal Arterial 3200 45 1952 614 306 2.793 12 2

Freeway 4100 65 1953 605 606 2.39 1 12 2

Principal Arterial 3200 45 1954 606 605 2.39 1 12 2

Principal Arterial 3200 45 1955 607 615 1.424 12 2

Principal Arterial 3200 45 1956 615 607 1.424 12 2

Principal Arterial 3200 45 1957 339 597 0.444 12 2

Principal Arterial 3200 45 1958 597 339 0.444 12 2

Principal Arterial 3200 45 1959 624 316 10.898 12 2Freeway 4100 65 Page 35 of 55 Page35 o 55Appendix C - Page 36 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Flow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

1960 340 608 2.964 12 1

Major Arterial 1300 45 1961 608 340 2.964 12 1

Major Arterial 1300 45 1962 598 618 0.195 12 2

Principal Arterial 3200 45 1963 618 598 0.195 12 2

Principal Arterial 3200 45 1964 618 619 0.439 12 2

Principal Arterial 3200 45 1965 619 618 0.439 12 2

Principal Arterial 3200 45 1966 314 609 1.053 12 2

Freeway 4100 65 1967 317 623 0.929 12 2

Freeway 4100 65 1968 619 1280 1.158 12 2

Principal Arterial 3200 45 1969 1280 619 1.158 12 2

Principal Arterial 3200 45 1970 626 631 1.991 12 1

Principal Arterial 1600 55 1971 631 626 1.991 12 1

Principal Arterial 1600 55 1972 658 639 6.777 12 2

Principal Arterial 3650 55 1973 644 652 1.657 12 1

Major Arterial 1300 45 1974 652 644 1.657 12 1

Major Arterial 1300 45 1975 644 645 0.657 12 1

Principal Arterial 1600 50 1976 645 644 0.657 12 1

Principal Arterial 1600 50 1977 645 646 0.632 12 1

Principal Arterial 1600 55 1978 646 645 0.632 12 1

Principal Arterial 1600 55 1979 513 1250 1.342 12 1

Major Arterial 1300 45 1980 1250 513 1.342 12 1

Major Arterial 1300 45 1981 641 649 1

12 1

Major Arterial 1300 45 1982 649 641 1

12 1

Major Arterial 1300 45 1983 640 650 1.11 12 1

Major Arterial 1300 45 1984 650 640 1.11 12 1

Major Arterial 1300 45 1985 544 650 1.563 12 1

Collector / Local Road 1300 40 1986 650 544 1.563 12 1

Collector / Local Road 1300 40 1987 648 652 1.1 12 1

Collector/ Local Road 1300 40 1988 652 648 1.1 12 1

Collector / Local Road 1300 40 1989 643 541 1.71 12 2

Principal Arterial 3200 45 1990 648 651 0.284 12 1

Principal Arterial 1600 35 1991 651 648 0.284 12 1

Principal Arterial 1600 35 1992 628 639 0.173 12 1

Collector / Local Road 1300 40 1993 639 628 0.173 12 1

Collector /Local Road 1300 40 1994 629 635 0.193 12 1

Collector/I Local Road 1300 40 1995 635 629 0.193 12 1

Collector/ Local Road 1300 40 1996 643 652 0.988 12 1

Major Arterial 1300 45 1997 652 643 0.988 12 1

Major Arterial 1300 45 1998 613 627 3.942 12 1

Major Arterial 1300 45 1999 627 613 3.942 12 1

Major Arterial 1300 45 2000 644 657 3.424 12 1

Principal Arterial 1600 55 2001 657 644 3.424 12 1

Principal Arterial 1600 55 2002 636 632 0.466 12 2

Principal Arterial 3650 55 2003 639 635 0.449 12 2

Principal Arterial 3650 55 2004 632 658 2.054 12 2

Principal Arterial 3650 55 2005 627 656 0.711 12 1

Major Arterial 1300 45 2006 656 627 0.711 12 1 _

Major Arterial 1300 45 2007 641 662 0.994 12 1

Major Arterial 1300 45 2008 662 641 0.994 12 1 _

Major Arterial 1300 45 2009 664 690 4.28 12 1

Principal Arterial 1600 55 2010 690 664 4.28 12 1

Principal Arterial 1600 55 2011 664 665 6.445 12 1

Principal Arterial 1600 55 2012 665 664 6.445 12 1

Principal Arterial 1600 55 2013 665 671 2.066 12 1

Major Arterial 1300 45 2014 671 665 2.066 12 1

Major Arterial 1300 45 2015 666 667 0.508 11 1

Major Arterial 1300 30 Page 36 of 55 Page36 o 55Appendix C - Page 37 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 2016 667 666 0.508 11 1

Major Arterial 1300 30 2017 666 668 0.371 12 1

Principal Arterial 1600 30 2018 668 666 0.37 1 12 1

Principal Arterial 1600 30 2019 670 680 0.627 12 1

Principal Arterial 1600 35 2020 680 670 0.627 12 1

Principal Arterial 1600 35 2021 626 670 0.454 12 1

Principal Arterial 1600 35 2022 670 626 0.454 12 1

Principal Arterial 1600 35 2023 672 677 1.445 12 1

1 Principal Arterial 1600 50 2024 677 672 1.445 12 1

Principal Arterial 1600 50 2025 132 673 0.911 12 1

Principal Arterial 1600 50 2026 673 132 0.911 12 1

Principal Arterial 1600 50 2027 670 1306 0.12 12 1

Principal Arterial 1600 35 2028 1306 670 0.12 12

.1 Principal Arterial 1600 35 2029 674 677 0.161 12 1

Principal Arterial 1600 45 2030 677 674 0.161 12 1

Principal Arterial 1600 45 2031 659 688 0.735 12 1

Major Arterial 1300 45 2032 688 659 0.735 12 1

Major Arterial 1300 45 2033 663 679 3.017 12 1

Principal Arterial 1600 50 2034 679 663 3.017 12 1

Principal Arterial 1600 50 2035 687 688 1.302 12 1

Major Arterial 1300 45 2036 688 687 1.302 12 1

Major Arterial 1300 45 2037 688 1251 0.594 12 1

Principal Arterial 1600 50 2038 1251 688 0.594 12 1

Principal Arterial 1600 50 2039 681 692 1.32 12 1

Principal Arterial 1600 55 2040 692 681 1.32 12 1

Principal Arterial 1600 55 2041 683 684 0.028 12 1

Minor Arterial 1300 40 2042 684 683 0.028 12 1

Minor Arterial 1300 40 2043 683 685 0.066 12 1

Major Arterial 1300 45 2044 685 683 0.066 12 1

-Major Arterial 1300 45 2045 361 687 3.005 12 1

Major Arterial 1300 45 2046 687 361 3.005 12 1

Major Arterial 1300 45 2047 685 687 0.949 12 1

Major Arterial 1300 45 2048 687 685 0.949 12 1

Major Arterial 1300 45 12049 660 661 1.991 12 1

Major Arterial 1300 45 2050 661 660 1.991 12 1

Major Arterial 1300 45 2051 661 665 4.012 12 1

Major Arterial 1300 45 2052 665 661 4.012 12 1

Major Arterial 1300 45 2053 463 518 0.829 12 1

Major Arterial 1300 45 2054 518 463 0.829 12 1

Major Arterial 1300 45 2055 287 557 4.145 12 2

Freeway 4100 65 2056 702 577 4.153 12 2

Freeway 4100 65 2057 291 348 0.757 12 1

Ramp 1500 35 2058 504 513 1.978 12 1

Collector/ Local Road 1300 40 2059 513 504 1.978 12 1

Collector / Local Road 1300 40 2060 302 703 3.896 12 2

Freeway 4100 65 2061 596 481 0.275 12 1

Principal Arterial 1600 45 2062 542 642 1.712 12 2

Principal Arterial 3200 45 2063 597 599 1.029 12 2

Principal Arterial 3200 45 2064 599 597 1.029 12 2

Principal Arterial 3200 45 2065 539 699 0.649 12 2

Principal Arterial 3200 45 2066 699 539 0.649 12 2

Principal Arterial 3200 45 2067 887 288 0.642 12

-2 Freeway 4100 65 2068 370 701 1.011 12 2

Principal Arterial 3200 45 2069 593 1270 0.21 12 2

Freeway 4100 65 2070T 703 297 1.638 12 2

Freeway 4100 65 2071 1

272 710 2.911 12 2

Freeway 4100 65 Page 37 of 55 Page37 o 55Appendix C - Page 38 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 2072 710 712 0.278 12 1

Ramp 1500 35 2073 738 714 0.278 12 1

Ramp 1500 35 2074 825 802 0.425 12 1

Ramp 1500 35 2075 803 809 0.393 12 1

Ramp 1500 35 2076 817 818 0.116 12 2

Principal Arterial 3200 40 2077 818 817 0.116 12 2

Principal Arterial 3200 40 2078 827 797 0.121 12 1

Major Arterial 1300 45 2079 828 827 0.122 12 1

Major Arterial 1300 45 2080 496 845 0.34 12 2

Freeway 4100 65 2081 416 417 0.682 12 1

Major Arterial 1300 45 2082 417 416 0.682 12 1

Major Arterial 1300 45 2083 362 681 2.984 12 1

Collector / Local Road 1300 40 2084 681 362 2.984 12 1

Collector / Local Road 1300 40 2085 399 453 1.771 12 2

Principal Arterial 3200 45 2086 453 399 1.771 12 2

Principal Arterial 3200 45 2087 440 453 2.425 12 1

Minor Arterial 1300 40 2088 453 440 2.425 12 1

Minor Arterial 1300 40 2089 637 849 1.97 12 2

Principal Arterial 3650 55 2090 850 638 1.969 12 2

Principal Arterial 3650 55 2091 334 1278 1.818 12 1

Minor Arterial 1300 40 2092 1278 334 1.818 12 1

Minor Arterial 1300 40 2093 210 245 0.399 12 1

Principal Arterial 1600 35 2094 245 210 0.399 12 1

Principal Arterial 1600 35 2095 236 247 3.018 12 1

Major Arterial 1300 55 2096 247 236 3.018 12 1

Major Arterial 1300 55 2097 212 986 0.532 12 2

Freeway 4100 65 2098 853 897 0.389 12 1

Major Arterial 1300 45 2099 897 853 0.389 12 1

-Major Arterial 1300 45 2100 558 559 0.498 12 2

Principal Arterial 3200 45 2101 559 558 0.498 12 2

Principal Arterial 3200 45 2102 863 870 0.272 12 2

Principal Arterial 3200 45 2103 867 865 0.159 12 2

Principal Arterial 3200 45 2104 870 871 1.15 12 1

Ramp 1500 55 2105 872 867 0.198 12 1

Ramp 1500 55 2106 868 871 0.678 12 2

Freeway 4100 65 2107 875 931 0.163 11 1

Collector/ Local Road 1300 25 2108 931 875 0.163 11 1

Collector / Local Road 1300 25 2109 266 268 0.434 12 1

Collector / Local Road 1300 45 2110 268 266 0.434 12 1

Collector / Local Road 1300 45 2111 266 563 1.004 12 1

Collector/ Local Road 1300 40 2112 563 266 1.004 12 1

Collector /Local Road 1300 40 2113 379 397 0.516 12 1

Principal Arterial 1600 45 2114 397 379 0.516 12 1

Principal Arterial 1600 45 2115 396 397 0.847 12 1

Collector /Local Road 1300 40 2116 397 396 0.847 12 1

Collector / Local Road 1300 40 2117 410 418 1.136 12 1

Major Arterial 1300 45 2118 418 410 1.136 12 1

Major Arterial 1300 45 2119 428 432 0.584 12 1

Principal Arterial 1600 45 2120 432 428 0.584 12 1

Principal Arterial 1600 45 2121 456 463 2.049 12 1

Collector /Local Road 1300 40 2122 463 456 2.049 12 1

Collector / Local Road 1300 40 2123 357 857 1.985 12 2

Principal Arterial 3200 45 2124 857 357 1.985 12 2

Principal Arterial 3200 45 2125 224 227 0.609 12 1

Major Arterial 1300 45 2126 227 224 0.609 12 1

Major Arterial 1300 45 2127 883 884 0.558 12 2

Freeway 4100 65 Page 38 of 55 Page38 o 55Appendix C - Page 39 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

2128 885 882 0.854 12 2

Freeway 4100 65 2129 360 358 0.837 12 2

Principal Arterial 3200 45 2130 363 847 0.508 12 1

Minor Arterial 1300 40 2131 847 363 0.508 12 1

Minor Arterial 1300 40 2132 357 364 1.995 12 1

Minor Arterial 1300 40 2133 364 357 1.995 12 1

Minor Arterial 1300 40 2134 358 367 0.269 12 2

Principal Arterial 3200 45 2135 549 1251 0.725 12 1

Principal Arterial 1600 45 2136 1251 549 0.725 12 1

Principal Arterial 1600 45 2137 590 594 1.092 12 2

Minor Arterial 2600 40 2138 594 590 1.092 12 2

Minor Arterial 2600 40 2139 397 418 0.962 12 1

Principal Arterial 1600 45 2140 418 397 0.962 12 1

Principal Arterial 1600 45 2141 640 642 0.994 12 1

Major Arterial 1300 45 2142 642 640 0.994 12 1

Major Arterial 1300 45 2143 853 896 0.116 12 2

Major Arterial 2700 45 2144 896 853 0.116 12 2

Major Arterial 2700 45 2145 901 905 3.514 12 1

Minor Arterial 1300 55 2146 905 901 3.514 12 1

Minor Arterial 1300 55 2147 903 911 1.892 12 1

Principal Arterial 1600 55 2148 911 903 1.892 12 1

Principal Arterial 1600 55 2149 909 912 1

12 1

Major Arterial 1300 55 2150 912 909 1

12 1

Major Arterial 1300 55 2151 908 915 2.269 12 1

Major Arterial 1300 45 2152 915 908 2.269 12 1

Major Arterial 1300 45 2153 865 914 0.177 12 2

Major Arterial 2700 45 2154 914 865 0.177 12 2

Major Arterial 2700 45 2155 863 1046 0.721 12 1

Major Arterial 1300 55 2156 1046 863 0.721 12 1

Major Arterial 1300 55 2157 915 917 0.494 11 1

Major Arterial 1300 25 2158 917 915 0.494 11 1

Major Arterial 1300 25 2159 916 1044 0.657 12 1

Collector /Local Road 800 45 2160 1044 916 0.657 12 1

Collector / Local Road 800 45 2161 917 926 0.745 11 1

Major Arterial 1300 25 2162 926 917 0.745 11 1

Major Arterial 1300 25 2163 927 1033 0.852 12 1

Major Arterial 1300 40 2164 1033 927 0.852 12 1

Major Arterial 1300 40 2165 925 930 0.506 10 1

Collector / Local Road 800 25 2166 930 925 0.506 10 1

Collector / Local Road 800 25 2167 858 929 4.012 12 1

Major Arterial 1300 55 2168 929 858 4.012 12 1

Major Arterial 1300 55 2169 740 929 1.905 12 1

Minor Arterial 1300 40 2170 929 740 1.905 12 1

Minor Arterial 1300 40 2171 928 931 0.874 11 1

Collector /Local Road 1300 30 2172 931 928 0.874 11 1

Collector /Local Road 1300 30 2173 875 933 0.64 10 1

Collector / Local Road 800 25 2174 933 875 0.64 10 1

Collector/I Local Road 800 25 2175 935 939 0.41 12 1

Major Arterial 1300 45 2176 939 935 0.41 12 1

Major Arterial 1300 45 2177 875 936 0.488 12 1

Collector /Local Road 1300 40 2178 936 875 0.488 12 1

Collector / Local Road 1300 40 2179 938 936 0.348 12 1

Collector/ Local Road 1300 40 2180 937 941 0.348 11 1

Major Arterial 1300 25 2181 941 937 0.348 11 1

Major Arterial 1300 25 2182 939 938 0.4 12 1

Collector/I Local Road 1300 40 2183 939 940 0.362 11 1

Major Arterial 1300 25 Page 39 of 55 Page39 o 55Appendix C - Page 40 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

S(ml)

Width (ft)

Lanes Rate (vehlhr) 2184 940 939 0.362 11 1

Major Arterial 1300 25 2185 940 1034 0.179 11 1

Major Arterial 1300 25 2186 1034 940 0.179 11 1

Major Arterial 1300 25 2187 941 1034 0.128 11 1

Major Arterial 1300 25 2188 1034 941 0.128 11 1

Major Arterial 1300 25 2189 944 1035 0.942 12 1

Collector /Local Road 1300 55 2190 1035 944 0.942 12 1

Collector / Local Road 1300 55 2191 945 1035 1.153 12 1

Collector/ Local Road 1300 55 2192 1035 945 1.153 12 1

Collector /LocaliRoad 1300 55 2193 944 1036 0.638 12 1

Major Arterial 1300 45 2194 1036 944 0.638 12 1

Major Arterial 1300 45 2195 929 955 1.943 12 1

Major Arterial 1300 55 2196 955 929 1.943 12 1

Major Arterial 1300 55 2197 947 951 0.722 12 1

Major Arterial 1300 50 2198 951 947 0,722 12 1

Major Arterial 1300 50 2199 951 952 0.286 12 1

Major Arterial 1300 45 2200 952 951 0.286 12 1

Major Arterial 1300 45 2201 952 953 1.008 12 1

Major Arterial 1300 45 2202 953 952 1.008 12 1

Major Arterial 1300 45 2203 959 961 1.498 12 1

Major Arterial 1300 55 2204 961 959 1.498 12 1

Major Arterial 1300 55 2205 877 1039 3.01 12 1

Major Arterial 1300 55 2206 1039 877 3.01 12 1

Major Arterial 1300 55 2207 963 1039 0.796 12 1

Major Arterial 1300 40 2208 1039 963 0.796 12 1

Major Arterial 1300 40 2209 968 969 0.378 12 1

Principal Arterial 1600 35 2210 969 968 0.378 12 1

Principal Arterial 1600 35 2211 969 970 1.26 12 1

Principal Arterial 1600 35 2212 970 969 1.26 12 1

Principal Arterial 1600 35 2213 970 971 0.074 12 1

Principal Arterial 1600 35 2214 971 970 0.074 12 1

Principal Arterial 1600 35 2215 971 972 0.209 12 1

Principal Arterial 1600 35 2216 972 971 0.209 12 1

Principal Arterial 1600 35 2217 975 976 1.855 12 1

Principal Arterial 1600 45 2218 976 975 1.855 12 1

Principal Arterial 1600 45 2219 985 217 1.112 12 2

Freeway 4100 65 2220 982 983 1.899 12 1

Major Arterial 1300 45 2221 983 982 1.899 12 1

Major Arterial 1300 45 2222 984 987 1.993 12 1

Collector / Local Road 800 45 2223 987 984 1.993 12 1

Collector/I Local Road 800 45 2224 891 990 2

12 1

Collector / Local Road 800 45 2225 990 891 2

12 1

Collector / Local Road 800 45 2226 991 992 0.479 11 1

Major Arterial 1300 30 2227 992 991 0.479 11 1

Major Arterial 1300 30 2228 992 993 0.274 11 1

Major Arterial 1300 30 2229 993 992 0.274 11 1

Major Arterial 1300 30 2230 993 995 4.095 12 1

Major Arterial 1300 55 2231 995 993 4.095 12 1

Major Arterial 1300 55 2232 994 1002 1.186 12 1

Principal Arterial 1600 40 2233 1002 994 1.186 12 1

Principal Arterial 1600 40 2234 995 1221 4.921 12 1

Major Arterial 1300 55 2235 1221 995 4.921 12 1

Major Arterial 1300 55 2236 228 999 2.653 12 1

Major Arterial 1300 55 2237 999 228 2.653 12 1

Major Arterial 1300 55 2238 998 999 0.037 12 1

Collector/I Local Road 1300 40 229 99 998 0.3 21 Collector / Local Road 1300 40 Page 40 of 55 Page40 o 55Appendix C - Page 41 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate (vehlhr) 2240 996 1003 1.506 12 1

Major Arterial 1300 45 2241 1003 996 1.506 12 1

Major Arterial 1300 45 2242 1002 1021 2.772 12 1

Principal Arterial 1600 55 2243 1021 1002 2.772 12 1

Principal Arterial 1600 55 2244 1005 1008 0.333 11 1

Minor Arterial 1300 30 2245 1008 1005 0.333 11 1

Minor Arterial 1300 30 2246 1008 1010 1.508 12 1

Major Arterial 1300 45 2247 1010 1008 1.508 12 1

Major Arterial 1300 45 2248 1021 1024 1.992 12 1

Major Arterial 1300 45 2249 1024 1021 1.992 12 1

Major Arterial 1300 45 2250 1005 1012 1.181 12 1

Major Arterial 1300 45 2251 1012 1005 1.181 12 1

Major Arterial 1300 45 2252 1010 1011 0.491 12 1

Major Arterial 1300 45 2253 1011 1010 0.491 12 1

Major Arterial 1300 45 2254 1011 1012 0.476 12 1

Major Arterial 1300 45 2255 1012 1011 0.476 12 1

Major Arterial 1300 45 2256 855 1015 0.852 12 1

Major Arterial 1300 45 2257 1015 855 0.852 12 1

Major Arterial 1300 45 2258 1010 1017 0.788 12 1

Major Arterial 1300 45 2259 1017 1010 0.788 12 1

Major Arterial 1300 45 2260 1015 1024 2.012 12 1

Major Arterial 1300 45 2261 1024 1015 2.012 12 1

Major Arterial 1300 45 2262 1022 1048 1.743 12 1

Major Arterial

___1300 45 2263 1048 1022 1.743 12 1

Major Arterial 1300 45 2264 1022 1023 0.239 12 1

Major Arterial 1300 45 2265 1023 1022 0.239 12 1

Major Arterial 1300 45 2266 1017 1023 3.529 12 1

Major Arterial 1300 45 2267 1023 1017 3.529 12 1

1 Major Arterial 1300 45 2268 1021 1025 4.014 12 1

Principal Arterial 1600 55 2269 1025 1021 4.014 12 1

Principal Arterial 1600 55 2270 1041 1042 4.436 12 1

Minor Arterial 1300 40 2271 1042 1041 4.436 12 1

Minor Arterial 1300 40 2272 11020 1026 7.682 12 1

Major Arterial 1300 45 2273 1026 1020 7.682 12 1

Major Arterial 1300 45 2274 895 896 0.276 12 2

Minor Arterial 2600 40 2275 896 895 0.276 12 2

Minor Arterial 2600 40 2276 876 1028 3.248 12 1

Collector/ Local Road 1300 40 2277 11028 876 3.248 12 1

1 Collector /Local Road 1300 40 2278 950 1029 1.741 12 1

Major Arterial 1300 45 2279 1029 950 1.741 12 1

Major Arterial 1300 45 2280 946 1029 1.255 12 1

Major Arterial 1300 45 2281 1029 946 1.255 12 1

Major Arterial 1300 45 2282 946 1043 1.23 12 1

Minor Arterial 1300 40 2283 1043 946 1.23 12 1

Minor Arterial 1300 40 2284 948 954 1.891 12 1

Major Arterial 1300 50 2285 954 948 1.891 12 1

Major Arterial 1300 50 2286 958 1043 1.353 12 1

Collector/ Local Road 1300 40 2287 1043 958 1.353 12 1

Collector / Local Road 1300 40 2288 965 1030 2.419 12 1

Major Arterial 1300 45 2289 1030 965 2.419 12 1

Major Arterial 1300 45 2290 965 966 1.838 11 1

Minor Arterial 1300 35 2291 966 965 1.838 11 1

Minor Arterial 1300 35 2292 972 973 0.445 12 1

Principal Arterial 1600 35 2293 973 972 0.445 12 1

Principal Arterial 1600 35 2294 974 984 1.989 12 1

Major Arterial 1300 45 2295 984 974 1.989 12 1

Major Arterial 1300 45 Page 41 of 55 Page41 o 55Appendix C - Page 42 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Numlber of Roadway Type Ratraeio Felow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

2296 937 942 0.251 11 1

Major Arterial 1300 25 2297 942 937 0.251 11 1

Major Arterial 1300 25 2298 932 940 0.434 10 1

Collector / Local Road 800 25 2299 940 932 0.434 10 1

Collector / Local Road 800 25 2300 933 934 0.263 10 1

Collector / Local Road 800 25 2301 934 933 0.263 10 1

Collector / Local Road 800 25 2302 924 934 0.64 11 2

Major Arterial 2700 35 2303 934 924 0.64 11 2

Major Arterial 2700 35 2304 924 925 0.458 11 1

Major Arterial 1300 30 2305 925 924 0.458 11 1

Major Arterial 1300 30 2306 858 944 1.002 12 1

Major Arterial 1300 55 2307 944 858 1.002 12 1

Major Arterial 1300 55 2308 943 1036 2.043 11 1

Major Arterial 1300 35 2309 1036 943 2.043 11 1

Major Arterial 1300 35 2310 859 1032 1.085 12 1

Major Arterial 1300 50 2311 1032 859 1.085 12 1

Major Arterial 1300 50 2312 901 1038 5.022 12 1

Minor Arterial 1300 55 2313 1038 901 5.022 12 1

Minor Arterial 1300 55 2314 955 1054 2.445 12 1

Major Arterial 1300 55 2315 1054 955 2.445 12 1

Major Arterial 1300 55 2316 991 994 0.068 12 1

Major Arterial 1300 40 2317 994 991 0.068 12 1

Major Arterial 1300 40 2318 892 991 0.259 12 1

Major Arterial 1300 40 2319 991 892 0.259 12 1

Major Arterial 1300 40 2320 227 998 2.682 12 1

Major Arterial 1300 45 2321 998 227 2.682 12 1

Major Arterial 1300 45 2322 1012 1020 0.252 12 1

Major Arterial 1300 45 2323 1020 1012 0.252 12 1

Major Arterial 1300 45 2324 879 897 0.505 12 1 ___

Major Arterial 1300 45 2325 897 879 0.505 12 1

Major Arterial 1300 45 2326 906 1045 5.049 12 1

Major Arterial 1300 55 2327 1045 906 5.049 12 1

Major Arterial 1300 55 2328 1019 1020 0.901 12 1

Major Arterial 1300 45 2329 1020 1019 0.901 12 1

Major Arterial 1300 45 2330 1017 1019 0.913 12 1

Major Arterial 1300 45 2331 1019 1017 0.913 12 1

Major Arterial 1300 45 2332 950 1031 0.612 12 1

Major Arterial 1300 45 2333 1031 950 0.612 12 1

Major Arterial 1300 45 2334 998 1047 1.773 11 1

Minor Arterial 1300 35 2335 1047 998 1.773 11 1

Minor Arterial 1300 35 2336 1049 1050 0.049 11 1

Major Arterial 1300 30 2337 1050 1049 0.049 11 1

Major Arterial 1300 30 2338 1050 1051 0.214 12 1

Major Arterial 1300 40 2339 1051 1050 0.214 12 1

Major Arterial 1300 40 2340 1049 1052 0.187 11 1

Major Arterial 1300 35 2341 1052 1049 0.187 11 1

Major Arterial 1300 35 2342 848 1061 0.116 12 3

Principal Arterial 4200 30 2343 1061 848 0.116 12 3

Principal Arterial 4200 30 2344 1062 1063 0.23 12 2

Principal Arterial 2800 35 2345 1063 1062 0.23 12 2

Principal Arterial 2800 35 2346 755 1066 0.241 12 1

Major Arterial 1300 45 2347 1066 755 0.241 12 1

Major Arterial 1300 45 2348 1068 1069 0.59 12 2

Principal Arterial 3200 45 2349 1069 1068 0.59 12 2

Principal Arterial 3200 45 2350 782 1304 0.255 12 1

Principal Arterial 1600 30 2351 1304 782 0.255 12 1

Principal Arterial 1600 30 Page 42 of 55 Page42 o 55Appendix C - Page 43 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FF5 (mph)

_______(ml)

Width (ft)

Lanes Rate (veh/hr) 2352 813 1071 0.496 12 1

Major Arterial 1300 45 2353 1071 813 0.496 12 1

Major Arterial 1300 45 2354 1075 1234 0.212 12 1

Major Arterial 1300 45 2355 1234 1075 0.212 12 1

Major Arterial 1300 45 2356 766 1233 0.111 12 2

Major Arterial 2700 45 2357 1233 766 0.111 12 2

Major Arterial 2700 45 2358 1077 1233 0.693 12 1

Major Arterial 1300 45 2359 1233 1077 0.693 12 1

Major Arterial 1300 45 2360 813 1077 0.678 12 1

Major Arterial 1300 45 2361 1077 813 0.678 12 1

Major Arterial 1300 45 2362 709 1211 0.469 12 1

Major Arterial 1300 55 2363 1211 709 0.469 12 1

Major Arterial 1300 55 2364 1079 1216 1.558 12 1

Principal Arterial 1600 45 2365 1216 1079 1.558 12 1

Principal Arterial 1600 45 2366 1212 1216 3.036 12 1

Major Arterial 1300 55 2367 1216 1212 3.036 12 1

Major Arterial 1300 55 2368 1056 1060 0.704 11 1

Major Arterial 1300 35 2369 1060 1056 0.704 11 1

Major Arterial 1300 35 2370 792 1085 8.38 12 1

Major Arterial 1300 55 2371 1085 792 8.38 12 1

Major Arterial 1300 55 2372 1085 1086 1.208 12 1

Major Arterial 1300 55 2373 1086 1085 1.208 12 1

Major Arterial 1300 55 2374 1090 810 0.582 12 1

Ramp 1500 35 2375 823 1093 0.511 12 2

Principal Arterial 3650 50 2376 1093 823 0.511 12 2

Principal Arterial 3650 50 2377 821 1093 0.396 12 2

Principal Arterial 3650 50 2378 1093 821 0.396 12 2

Principal Arterial 3650 50 2379 1096 815 0.172 12 1

Minor Arterial 1300 40 2380 815 1097 0.181 12 1

Principal Arterial 1600 30 2381 1097 815 0.181 12 1

Principal Arterial 1600 30 2382 788 1099 0.129 12 1

Principal Arterial 1600 30 2383 1099 788 0.129 12 1

Principal Arterial 1600 30 2384 826 1085 5.346 12 1

Major Arterial 1300 45 2385 1085 826 5.346 12 1

Major Arterial 1300 45 2386 157 1256 5.039 12 1

Major Arterial 1300 45 2387 1256 157 5.039 12 1

Major Arterial 1300 45 2388 186 1113 3.088 12 1

Principal Arterial 1600 55 2389 1113 186 3.088 12 1

Principal Arterial 1600 55 2390 1107 1114 0.219 12 1

Ramp 1500 35 2391 1116 1118 0.504 12 1

Major Arterial 1300 40 2392 1118 1116 0.504 12 1

Major Arterial 1300 40 2393 1118 1119 0.203 12 1

Major Arterial 1300 45 2394 1119 1118 0.203 12 1

Major Arterial 1300 45 2395 1134 1128 0.218 12 1

Ramp 1500 35 2396 1132 1196 0.229 12 1

Major Arterial 1300 45 2397 1196 1132 0.229 12 1

Major Arterial 1300 45 2398 1196 1255 0.373 12 1

Major Arterial 1300 40 2399 1255 1196 0.373 12 1

Major Arterial 1300 40 2400 1118 1140 2.109 12 1

Major Arterial 1300 40 2401 1140 1118 2.109 12 1

Major Arterial 1300 40 2402 1259 1284 0.346 12 1

Principal Arterial 1600 45 2403 1284 1259 0.346 12 1

Principal Arterial 1600 45 2404 1140 1169 2.181 12 1

Major Arterial 1300 55 2405 1169 1140 2.181 12 1

Major Arterial 1300 55 2406 1144 1145 0.877 12 2

Principal Arterial 2800 35 2407 1145 1144 0.877 12 2

Principal Arterial 2800 35 Page 43 of 55 Page43 o 55Appendix C - Page 44 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 2408 1145 1146 0.185 12 2

Principal Arterial 2800 35 2409 1146 1145 0.185 12 2

Principal Arterial 2800 35 2410 1146 1149 0.146 12 2

Principal Arterial 2800 25 2411 1149 1146 0.146 12 2

Principal Arterial 2800 25 2412 1150 1152 0.143 12 2

Principal Arterial 2800 25 2413 1152 1150 0.143 12 2

Principal Arterial 2800 25 2414 1143 1157 0.718 12 2

Principal Arterial 2800 35 2415 1157 1143 0.718 12 2

Principal Arterial 2800 35 2416 1155 1156 0.225 12 2

Principal Arterial 2800 30 2417 1156 1155 0.225 12 2

Principal Arterial 2800 30 2418 1152 1156 0.386 12 2

Principal Arterial 2800 30 2419 1156 1152 0.386 12 2

Principal Arterial 2800 30 2420 1149 1164 0.182 12 2

Major Arterial 2700 45 2421 1165 1150 0.184 12 2

Major Arterial 2700 45 2422 1159 1160 0.226 12 2

Principal Arterial 2800 35 2423 1160 1159 0.226 12 2

Principal Arterial 2800 35 2424 1160 1161 0.241 12 2

Principal Arterial 3200 40 2425 1161 1160 0.241 12 2

Principal Arterial 3200 40 2426 1155 1168 0.185 12 2

Minor Arterial 2600 40 2427 1168 1155 0.185 12 2

Minor Arterial 2600 40 2428 1143 1170 0.864 11 1

Collector /Local Road 1300 35 2429 1170 1143 0.864 11 1

Collector /Local Road 1300 35 2430 1164 1171 0.263 12 2

Major Arterial 2700 45 2431 1173 1165 0.261 12 2

Major Arterial 2700 45 2432 1159 1172 0.703 12 1

Collector/ Local Road 1300 40 2433 1172 1159 0.703 12 1

Collector/ Local Road 1300 40 2434 851 1169 2.996 12 1

Principal Arterial 1600 55 2435 1169 851 2.996 12 1

Principal Arterial 1600 55 2436 1170 1174 0.199 11 1

Collector /Local Road 1300 35 2437 1174 1170 0.199 11 1

Collector/ Local Road 1300 35 2438 1174 1176 0.436 12 1

Collector/ Local Road 1300 40 2439 1176 1174 0.436 12 1

Collector / Local Road 1300 40 2440 1175 1177 0.436 11 1

Minor Arterial 1300 35 2441 1177 1175 0.436 11 1

Minor Arterial 1300 35 2442 1177 1181 0.691 12 1

Minor Arterial 1300 40 2443 1181 1177 0.691 12 1

Minor Arterial 1300 40 2444 1175 1179 0.822 12 1

Principal Arterial 1600 45 2445 1179 1175 0.822 12 1

Principal Arterial 1600 45 2446 1171 1180 0.756 12 2

Major Arterial 2700 45 2447 1180 1171 0.756 12 2

Major Arterial 2700 45 2448 1179 1181 0.268 12 1

Collector /Local Road 1300 40 2449 1181 1179 0.268 12 1

Collector/ Local Road 1300 40 2450 1182 1183 1.961 12 2

Major Arterial 1300 45 2451 1183 1182 1.961 12 1

Major Arterial 1300 45 2452 1182 1184 1.671 12 2

Principal Arterial 3200 45 2453 1184 1182 1.671 12 2

Principal Arterial 3200 45 2454 1137 1139 0.489 12 2

Principal Arterial 2800 30 2455 1139 1137 0.489 12 2

Principal Arterial 2800 30 2456 1145 1175 0.929 12 2

Principal Arterial 3200 45 2457 1175 1145 0.929 12 2

Principal Arterial 3200 45 2458 1143 1144 0.603 12 2

Principal Arterial 2800 35 2459 1144 1143 0.603 12 2

Principal Arterial 2800 35 2460 1263 1134 0.483 12 2

Principal Arterial 3200 45 2461 1135 1122 0.282 12 1

Ramp 1500 35 2462 1192 1288 0.72 12 2

Principal Arterial 3200 45 2463 1288 1192 0.72 12

-2 Principal Arterial 3200 45 Page 44 of 55 Page44 o 55Appendix C - Page 45 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

________(ml)

Width (ft)

Lanes Rate________

2464 1258 1281 1.207 12 1

Principal Arterial 1600 45 2465 1281 1258 1.207 12 1

Principal Arterial 1600 45 2466 1195 1262 0.142 12 2

Principal Arterial 3200 45 2467 1213 1220 0.723 12 1

Major Arterial 1300 55 2468 1220 1213 0.723 12 1

Major Arterial 1300 55 2469 739 742 4.823 12 1

Major Arterial 1300 45 2470 742 739 4.823 12 1

Major Arterial 1300 45 2471 1202 1203 0.39 12

-1 Collector!/ Local Road 1300 40 2472 1203 1202 0.39 12 1

Collector /Local Road 1300 40 2473 1072 1204 0.494 12 1

Major Arterial 1300 45 2474 1204 1072 0.494 12 1

Major Arterial 1300 45 2475 1068 1202 0.34 12 2

Collector!/ Local Road 2600 40 2476 1202 1068 0.34 12 2

Collector! Local Road 2600 40 2477 1077 1204 0.631 12 1

Collector /Local Road 1300 40 2478 1204 1077 0.631 12 1

Collector /Local Road 1300 40 2479 1056 1057 0.491 11 1

Major Arterial 1300 35 2480 1057 1056 0.491 11 1

Major Arterial 1300 35 2481 1056 1081 0.242 12 1

Major Arterial 1300 45 2482 1081 1056 0.242 12 1

Major Arterial 1300 45 2483 814 1206 0.259 10 1

Collector!/ Local Road 800 25 2484 1206 814 0.259 10 1

Collector!/ Local Road 800 25 2485 1222 1298 0.45 11 1

Major Arterial 1300 35 2486 1298 1222 0.45 11 1

Major Arterial 1300 35 2487 787 1214 5.473 12 1

Principal Arterial 1600 55 2488 1214 787 5.473 12 1

Principal Arterial 1600 55 2489 1094 1215 4.495 12 1

Minor Arterial 1300 40 2490 1215 1094 4.495 12 1

Minor Arterial 1300 40 2491 815 1392 0.776 10 1

Collector /Local Road 800 15 2492 1392 815 0.776 10 1

Collector /Local Road 800 15 2493 1093 1208 0.143 10 1

Collector! Local Road 800 30 2494 1208 1093 0.143 10 1

Collector / Local Road 800 30 2495 1087 1208 0.158 10 1

Collector / Local Road 800 30 2496 1208 1087 0.158 10 1

Collector / Local Road 800 30 2497 1095 1210 0.18 12 1

Collector /Local Road 1300_

40 2498 1210 1095 0.18 12 1

Collector/ Local Road 1300 40 2499 785 1026 0.12 12 1

Minor Arterial 1300 40 2500 1026 785 0.12 12

.1 Minor Arterial 1300 40 2501 744 745 0.311 12 1

Ramp 1500 35 2502 824 1086 4.526 12

-1 Major Arterial 1300 45 2503 1086 824 4.526 12 1

Major Arterial 1300 45 2504 792 1300 5.722 12 1

Major Arterial 1300 45 2505 1300 792 5.722 12 1

Major Arterial 1300 45 2506 1084 1269 4.019 11 1

Minor Arterial 1300 35 2507 1269 1084 4.019 11 1

Minor Arterial 1300 35 2508 1221 1269 2.02 12 1

Major Arterial 1300 50 2509 1269 1221 2.02 12 1

Major Arterial 1300 50 2510 1058 1224 0.264 12 2

Major Arterial 2700 30 2511 1224 1058 0.264 12 2

Major Arterial 2700 30 2512 739 1212 5.034 12 1

Major Arterial 1300 55 2513 1212 739 5.034 12 1

Major Arterial 1300 55 2514 851 1048 4.017 12 1

Collector /Local Road 1300 40 2515 1048 851 4.017 12 1

Collector /Local Road 1300 40 2516 821 1087 0.567 12 1

Major Arterial 1300 45 2517 1087 821 0.567 12 1

Major Arterial 1300 45 2518 1100 796 0.386 12 1

Principal Arterial 1600 55 2519 830 1100 0.325 12 1

Principal Arterial 1600 55 Page 45 of 55 Page45 o 55Appendix C - Page 46 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

_______(ml)

Width (ft)

Lanes Rate (veh/hr) 2520 836 1217 0.729 12 1

Major Arterial 1300 55 2521 1217 836 0.729 12 1

Major Arterial 1300 55 2522 1221 1222 3.548 12 1

Major Arterial 1300 50 2523 1222 1221 3.548 12 1

Major Arterial 1300 50 2524 1055 1298 0.087 11 1

Major Arterial 1300 30 2525 1298 1055 0.087 11 1

Major Arterial 1300 30 2526 1056 1224 0.352 11 1

Major Arterial 1300 30 2527 1224 1056 0.352 11 1

Major Arterial 1300 30 2528 1199 1218 3.057 12 1

Major Arterial 1300 55 2529 1218 1199 3.057 12 1

Major Arterial 1300 55 2530 964 1055 1.568 12 1

Major Arterial 1300 55 2531 1055 964 1.568 12 1

Major Arterial 1300 55 2532 1060 1080 0.481 11 1

Major Arterial 1300 30 2533 1080 1060 0.481 11 1

Major Arterial 1300 30 2534 1049 1053 0.567 11 1

Major Arterial 1300 35 2535 1053 1049 0.567 11 1

Major Arterial 1300 35 2536 727 1197 0.833 12 1

Ramp 1500 35 2537 1197 727 0.833 12 1

Ramp 1500 35 2538 738 737 1.019 12 2

Freeway 4100 65 2539 831 795 0.757 12 2

Freeway 4100 65 2540 793 791 0.854 12 2

Freeway 4100 65 2541 825 805 0.796 12 2

Freeway 4100 65 2542 1067 744 1.527 12 2

Freeway 4100 65 2543 1229 1067 0.481 12 2

Freeway 4100 65 2544 728 726 0.654 12 2

Freeway 4100 65 2545 1228 751 1.19 12 2

Freeway 4100 65 2546 733 729 1.184 12 2

Freeway 4100 65 2547 751 752 0.243 12 2

Freeway 4100 65 2548 735 733 0.225 12 2

Freeway 4100 65 2549 734 750 0.239 12 2

Freeway 4100 65 2550 753 741 0.525 12 2

Freeway 4100 65 2551 752 754 1.067 12 2

Freeway 4100 65 2552 736 732 1.257 12 2

Freeway 4100 65 2553 731 735 1.122 12 2

Freeway 4100 65 2554 732 1291 0.528 12 2

Freeway 4100 65 2555 730 734 1.24 12 2

Freeway 4100 65 2556 832 747 0.625 12 2

Freeway 4100 65 2557 834 721 1.343 12 2

Freeway 4100 65 2558 710 711 1.335 12 2

Freeway 4100 65 2559 721 274 2.528 1

12 2

Freeway 4100 65 2560 037 723 1.479 12 2

Freeway 4100 65 2561 716 715 1.592 12 2

Freeway 4100 65 2562 758 1230 0.611 12 1

Ramp 1500 35 2563 760 757 0.575 12 2

Freeway 4100 65 2564 838 1230 0.613 12 2

Freeway 4100 65 2565 1267 800 0.924 12 2

Freeway 4100 65 2566 772 1083 0.827 12 1

Principal Arterial 1600 45 2567 1083 772 0.827 12 1

Principal Arterial 1600 45 2568 1235 768 0.193 12 1

Ramp 1500 35 2569 782 1207 0.509 12 1

Major Arterial 1300 45 2570 1207 782 0.509 12 1

Major Arterial 1300 45 2571 773 1205 0.798 12 1

Major Arterial 1300 45 2572 1205 773 0.798 12 1

Major Arterial 1300 45 2573 1071 1072 0.528 12 1

Major Arterial 1300 45 2574 1072 1071 0.528 12 1

Major Arterial 1300 45 2575 1065 1245 10.328 12 2

Principal Arterial 2800 35 Page 46 of 55 Page46 o 55Appendix C - Page 47 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Flowhr FFS (mph)

(mi)

Width (ft)

Lanes Rate________

2576 1245 1065 0.328 12 2

Principal Arterial 2800 35 2577 1074 1200 0.501 12 1

Collector /Local Road 1300 40 2578 1200 1074 0.501 12 1

Collector/ Local Road 1300 40 2579 814 1049 0.672 12 1

Major Arterial 1300 45 2580 1049 814 0.672 12 1

Major Arterial 1300 45 2581 817 1246 0.26 12 1

Major Arterial 1300 45 2582 1246 817 0.26 12 1

Major Arterial 1300 45 2583 780 1076 0.749 12 1

Principal Arterial 1600 45 2584 1076 780 0.749 12 1

Principal Arterial 1600 45 2585 1073 1074 0.876 12 1

Major Arterial 1300 45 2586 1074 1073 0.876 12 1

Major Arterial 1300 45 2587 782 1070 0.901 12 1

Principal Arterial 1600 30 2588 1070 782 0.901 12

-1 Principal Arterial 1600 30 2589 1098 1290 0.247 12 1

Principal Arterial 1600 30 2590 1290 1098 0.247 12 1

Principal Arterial 1600 30 2591 820 1101 3.986 12 1

Prin~cipal Arterial 1600 55 2592 1101 820 3.986 12 1

Principal Arterial 1600 55 2593 790 830 0.863 12 1

Principal Arterial 1600 55 2594 1153 1155 0.462 12 2

Principal Arterial 2800 30 2595 1155 1153 0.462 12 2

Principal Arterial 2800 30 2596 475 531 0.498 12 1

Collector! Local Road 1300 40 2597 531 475 0.498 12 1

Collector/ Local Road 1300 40 2598 283 546 0.499 12 1

Major Arterial 1300 45 2599 546 283 0.499 12 1

1 Major Arterial 1300 45 2600 283 648 0.394 12 1

Collector!/ Local Road 1300 40 2601 648 283 0.394 12 1

Collector! Local Road 1300 40 2602 545 645 1.036 12 1

Major Arterial 1300 45 2603 645 545 1.036 12 1

Major Arterial 1300 45 2604 543 649 1.611 12 1

Major Arterial 1300 45 2605 649 543 1.611 12 1

Major Arterial 1300 45 2606 686 687 0.912 12 1

Major Arterial 1300 45 2607 687 686 0.912 12 1

Major Arterial 1300 45 2608 1165 1168 0.784 12 1

Collector /Local Road 1300 40 2609 1168 1165 0.784 12 1

Collector /Local Road 1300 40 2610 1107 1113 1.205 12 1

Principal Arterial 1600 45 2611 1113 1107 1.205 12 1

Principal Arterial 1600 45 2612 230 1113 8.273 12 1

Major Arterial 1300 45 2613 1113 230 8.273 12 1

Major Arterial 1300 45 2614 1136 1137 0.359 12 2

Principal Arterial 3200 45 2615 1137 1136 0.359 12 2

Principal Arterial 3200 45 2616 1141 1259 0.241 12 1

Principal Arterial 1600 50 2617 1259 1141 0.241 12 1

Principal Arterial 1600 50 2618 235 1283 5.862 12 1

Principal Arterial 1600 55 2619 1283 235 5.862 12 1

Principal Arterial 1600 55 2620 1108 1114 0.491 12 1

Freeway 2050 55 2621 1191 1106 0.504 12 2

Freeway 4100 65 2622 1135 1193 0.822 12 2

Freeway 4100 65 2623 1262 1193 0.419 12 1

Ramp 1500 35 2624 1127 1128 0.328 12 1

Freeway 2050 55 2625 1261 1166 0.328 12 1

Ramp 1500 35 2626 1261 1167 0.379 12 2

Freeway 4100 65 2627 1125 1126 0.09 12 2

Principal Arterial 3200 45 2628 1262 1123 0.055 12

-2 Principal Arterial 3200 45 2629 1188 1265 0.12 12 1

Ramp 1500 35 2630 1247 1184 0.18 12 2

Principal Arterial 3200 45 2631 842 1289 0.726 12

-2 Minor Arterial 2600 40 Page 47 of 55 Page47 o 55Appendix C - Page 48 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

2632 1289 843 0.721 12 2

Minor Arterial 2600 40 2633 399 400 2.511 12 2

Major Arterial 2700 45 2634 400 399 2.511 12 2

Major Arterial 2700 45 2635 391 393 1.997 12 2

Major Arterial 2700 45 2636 393 391 1.997 12 2

Major Arterial 2700 45 2637 594 704 1.257 12 2

Minor Arterial 2600 40 2638 704 594 1.257 12 2

Minor Arterial 2600 40 2639 661 662 0.996 12 1

Major Arterial 1300 45 2640 662 661 0.996 12 1

Major Arterial 1300 45 2641 503 661 2.013 12 1

Major Arterial 1300 45 2642 661 503 2.013 12 1

Major Arterial 1300 45 2643 1133 1263 0.484 12 2

Principal Arterial 3200 45 2644 659 660 1.996 12 1

Major Arterial 1300 45 2645 660 659 1.996 12 1

Major Arterial 1300 45 2646 355 659 1.334 12 1

Major Arterial 1300 45 2647 659 355 1.334 12 1

Major Arterial 1300 45 2648 398 399 3.222 12 2

Major Arterial 2700 45 2649 399 398 3.222 12 2

Major Arterial 2700 45 2650 417 424 1.34 12 1

Major Arterial 1300 45 2651 424 417 1.34 12 1

Major Arterial 1300 45 2652 169 172 0.997 12 1

Major Arterial 1300 45 2653 172 169 0.997 12 1

Major Arterial 1300 45 2654 280 578 1.003 12 2

Principal Arterial 3200 45 2655 578 280 1.003 12 2

Principal Arterial 3200 45 2656 345 574 1.196 12 2

Major Arterial 2700 45 2657 574 345 1.196 12 2

Major Arterial 2700 45 2658 393 429 1.324 12 1

Major Arterial 1300 45 2659 429 393 1.324 12 1

Major Arterial 1300 45 2660 266 372 1.071 12 1

Collector / Local Road 1300 45 2661 372 266 1.071 12 1

Collector/ Local Road 1300 45 2662 163 889 1.906 12 2

Freeway 4100 65 2663 387 369 5.547 12 2

Freeway 4100 65 2664 863 924 0.675 12 2

Major Arterial 2700 35 2665 924 863 0.675 12 2

Major Arterial 2700 35 2666 694 329 2.775 12 2

Freeway 4100 65 2667 326 508 0.276 12 3

Freeway 6150 65 2668 510 844 1.177 12 3

Freeway 6150 65 2669

.321 1314 8.301 12 2

Freeway 4100 65 2670 622 135 3.938 12 2

Freeway 4100 65 2671 145 625 3.978 12 2

Freeway 4100 65 2672 256 252 1.948 12 2

Freeway 4100 65 2673 174 153 1.712 12 2

Freeway 4100 65 2674 252 196 2.624 12 2

Freeway 4100 65 2675 194 175 2.326 12 2

Freeway 4100 65 2676 217 199 2.423 12 2

Freeway 4100 65 2677 200 212 1.634 12 2

Freeway 4100 65 2678 292 295 1.058 12 3

Freeway 6150 65 2679 293 291 1.013 12 3

Freeway 6150 65 2680 939 953 1.258 12 1

Major Arterial 1300 45 2681 953 939 1.258 12 1

Major Arterial 1300 45 2682 922 1274 4.616 12 2

Freeway 4100 65 2683 866 918 7.13 12 2

Freeway 4100 65 2684 871 852 9.229 12 2

Freeway 4100 65 2685 130 872 12.195 12 2

Freeway 4100 65 2686 1275 868 2.206 12 2

Freeway 4100 65 2687 986 1014 6.137 12 2

Freeway 4100 65 Page 48 of 55 Page48 o 55Appendix C - Page 49 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felow FFS (mph)

S~~~(ml)

Width (ft)

Lanes Rate________

2688 1276 985 4.58 12 2

Freeway 4100 65 2689 882 101 8 8.22 12 2

Freeway 4100 65 2690 1018 1013 1.43 12 2

Freeway 4100 65 2691 1016 883 6.538 12 2

Freeway 4100 65 2692 620 1045 1.318 12 1

Major Arterial 1300 45 2693 1045 620 1.318 12 1

Major Arterial 1300 45 2694 878 1045 1.057 12 1

Major Arterial 1300 45 2695 1045 878 1.057 12 1

Major Arterial 1300 45 2696 370 1316 3.373 12 2

Principal Arterial 3200 45 2697 1316 370 3.373 12 2

Principal Arterial 3200 45 2698 683 690 3.086 12 1

Major Arterial 1300 45 2699 690 683 3.086 12 1

Major Arterial 1300 45 2700 452 1278 1.831 12 1

Minor Arterial 1300 40 2701 1278 452 1.831 12 1

Minor Arterial 1300 40 2702 452 500 1.094 12 2

Principal Arterial 3200 45 2703 500 452 1.094 12 2

Principal Arterial 3200 45 2704 301 129 4.116 12 2

Freeway 4100 65 2705 894 308 5.652 12 2

Freeway 4100 65 2706 439 441 0.3 12 1

Collector / Local Road 1300 40 2707 441 439 0.3 12 1

Collector / Local Road 1300 40 2708 426 439 0.645 12 1

Major Arterial 1300 45 2709 439 426 0.645 12 1

Major Arterial 1300 45 2710 383 403 0.795 12 1

Collector/ Local Road 1300 40 2711 403 383 0.795 12 1

Collector /Local Road 1300 40 2712 385 847 1.55 12 2

Major Arterial 2700 45 2713 847 385 1.55 12 2

Major Arterial 2700 45 2714 133 664 6.534 12 1

Principal Arterial 1600 55 2715 664 133 6.534 12 1

Principal Arterial 1600 55 2716 681 690 3.008 12 1

Principal Arterial 1600 55 2717 690 681 3.008 12 1

Principal Arterial 1600 55 2718 371 372 2.08 12 1

Collector/ Local Road 1300 40 2719 372 371 2.08 12 1

Collector / Local Road 1300 40 2720 1104 1109 1.029 12 1

Minor Arterial 1300 40 2721 1109 1104 1.029 12 1

Minor Arterial 1300 40 2722 236 1282 1.097 12 1

Major Arterial 1300 40 2723 1282 236 1.097 12 1

Major Arterial 1300 40 2724 1136 1192 0.633 12 2

Principal Arterial 2800 30 2725 1192 1136 0.633 12 2

Principal Arterial 2800 30 2726 1162 1163 0.955 12 1

Principal Arterial 1600 50 2727 1163 1162 0.955 12 1

Principal Arterial 1600 50 2728 1143 1284 0.743 12 1

Principal Arterial 1600 35 2729 1284 1143 0.743 12 1

Principal Arterial 1600 35 2730 1141 1159 1.279 12 1

Minor Arterial 1300 40 2731 1159 1141 1.279 12 1

Minor Arterial 1300 40 2732 1138 1141 1.773 12 1

Principal Arterial 1600 50 2733 1141 1138 1.773 12 1

Principal Arterial 1600 50 2734 1209 1249 0.424 12 1

Principal Arterial 1600 50 2735 1249 1209 0.424 12 1

Principal Arterial 1600 50 2736 1209 1285 0.135 12 1

Principal Arterial 1600 55 2737 1285 1209 0.135 12 1

Principal Arterial 1600 55 2738 1200 1226 1.003 12 1

Collector/I Local Road 1300 40 2739 1226 1200 1.003 12 1

Collector/ Local Road 1300 40 2740 742 1217 4.234 12 1

Major Arterial 1300 45 2741 1217 742 4.234 12 1

Major Arterial 1300 45 2742 1061 1062 0.192 122 Principal Arterial 2800 30 2743 1062 1061 0.192 12 2

Principal Arterial 2800 3

Page 49 of 55 Page49 o 55Appendix C - Page 50 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fhlhw FFS (mph)

________(ml)

Width (ft)

Lanes Rate________

2744 474 482 0.293 12 2

Principal Arterial 3200 45 2745 482 474 0.293 12 2

Principal Arterial 3200 45 2746 501 519 1.418 12 2

Principal Arterial 3200 45 2747 519 501 1.418 12 2

Principal Arterial 3200 45 2748 1068 1226 1.047 12 2

Principal Arterial 3200 45 2749 1226 1068 1.047 12 2

Principal Arterial 3200 45 2750 519 660 1.86 12 1

Major Arterial 1300 45 2751 660 519 1.86 12 1

Major Arterial 1300 45 2752 278 783 0.326 12 1

Ramp 1500 35 2753 588 589 1.422 12 2

Principal Arterial 3650 55 2754 589 588 1.422 12 2

Principal Arterial 3650 55 2755 122 124 0.388 11 1

Collector /Local Road 1300 30 2756 124 122 0.388 11 1

Collector /Local Road 1300 30 2757 899 905 1.506 12 1

Collector / Local Road 1300 55 2758 905 899 1.506 12 1

Collector/ Local Road 1300 55 2759 124 1286 0.61 12 1

Major Arterial 1300 45 2760 1286 124 0.61 12 1

Major Arterial 1300 45 2761 703 705 0.845 12 1

Ramp 1500 35 2762 343 374 0.878 12 1

Collector / Local Road 1300 40 2763 374 343 0.878 12 1

Collector/I Local Road 1300 40 2764 523 545 0.497 12 1

Major Arterial 1300 45 2765 545 523 0.497 12 1

Major Arterial 1300 45 2766 393 401 2.005 12 2

Major Arterial 2700 45 2767 401 393 2.005 12 2

Major Arterial 2700 45 2768 570 1310 0.225 12 1

Minor Arterial 1300 40 2769 1310 570 0.225 12 1

Minor Arterial 1300 40 2770 563 564 1.001 12 1

Collector / Local Road 1300 40 2771 564 563 1.001 12 1

Collector / Local Road 1300 40 2772 538 650 1.412 12 1

Collector/I Local Road 1300 40 2773 650 538 1.412 12 1

Collector/I Local Road 1300 40 2774 425 427 1.006 12 2

Principal Arterial 3200 45 2775 427 425 1.006 12 2

Principal Arterial 3200 45 2776 605 696 0.596 12 1

Minor Arterial 1300 40 2777 696 605 0.596 12 1

Minor Arterial 1300 40 2778 1189 1261 3.487 12 2

Freeway 4100 65 2779 1167 1135 3.506 12 2

Freeway 4100 65 2780 1128 1148 3.243 12 1

Freeway 2050 55 2781 1114 1131 5.855 12 1

Freeway 2050 55 2782 1124 1191 5.896 12 2

Freeway 4100 65 2783 1106 263 4.934 12 2

Freeway 4100 65 2784 889 1108 3.026 12 1

Freeway 2050 55 2785 1048 1119 2.901 12 1

Major Arterial 1300 45 2786 1119 1048 2.901 12 1

Major Arterial 1300 45 2787 1115 1254 1.814 12 1

Major Arterial 1300 45 2788 1254 1115 1.814 12 1

Major Arterial 1300 45 2789 1283 1287 1.326 12 1

Principal Arterial 1600 50 2790 1287 1283 1.326 12 1

Principal Arterial 1600 50 2791 1115 1132 3.125 12 1

Major Arterial 1300 55 2792 1132 1115 3.125 12 1

Major Arterial 1300 55 2793 1113 1281 3.713 12 1

Principal Arterial 1600 55 2794 1281 1113 3.713 12 1

Principal Arterial 1600 55 2795 1190 1255 0.913 12 2

Major Arterial 2700 35 2796 1255 1190 0.913 12 2

Major Arterial 2700 35 2797 1137 1190 0.241 12 2

Major Arterial 2700 30 2798 1190 1137 0.241 12 2

Major Arterial 2700 30 2799 11139 1144 2.495 12 2

Principal Arterial 2800 35 Page 50 of 55 Page50 o 55Appendix C - Page 51 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

(mi)

Width (ft)

Lanes Rate (vehlhr) 2800 1144 1139 2.495 12 2

Principal Arterial 2800 35 2801 1163 1169 13.354 12 1

Principal Arterial 1600 55 2802 1169 1163 13.354 12 1

Principal Arterial 1600 55 2803 1172 1178 0.526 12 1

Collector /Local Road 1300 40 2804 1178 1172 0.526 12

-1 Collector /Local Road 1300 40 2805 1170 1172 0.765 12 1

Collector/ Local Road 1300 40 2806 1172 1170 0.765 12 1

Collector/ Local Road 1300 40 2807 1178 1181 1.084 12 1

Major Arterial 1300 45 2808 1181 1178 1.084 12 1

Major Arterial 1300 45 2809 805 1090 3.136 12 2

Freeway 4100 65 2810 1092 803 3.355 12 2

Freeway 4100 65 2811 804 1232 8,13 12 2

Freeway 4100 65 2812 800 825 8.644 12 2

Freeway 4100 65 2813 795 1267 7.238 12 2

Freeway 4100 65 2814 798 793 8.361 12 2

Freeway 4100 65 2815 884 831 2.292 12 2

Freeway 4100 65 2816 791 885 3.752 12 2

Freeway 4100 65 2817 787 1041 1.194 12 1

Major Arterial 1300 45 2818 1041 787 1.194 12 1

Major Arterial 1300 45 2819 1094 1103 7.838 12 1

Minor Arterial 1300 40 2820 1103 1094 7.838 12 1

Minor Arterial 1300 40 2821 862 1099 0.847 12 1

Principal Arterial 1600 45 2822 1099 862 0.847 12 1

Principal Arterial 1600 45 2823 1099 1103 1.078 12 1

Principal Arterial 1600 45 2824 1103 1099 1.078 12 1

Principal Arterial 1600 45 2825 789 1214 0.131 12 1

Principal Arterial 1600 40 2826 1214 789 0.131 12 1

Principal Arterial 1600 40 2827 784 787 4.036 12 1

Principal Arterial 1600 55 2828 787 784 4.036 12 1

Principal Arterial 1600 55 2829 785 1103 1.983 12 1

Minor Arterial 1300 40 2830 1103 785 1.983 12 1

Minor Arterial 1300 40 2831 808 822 1.909 12 1

Principal Arterial 1600 55 2832 822 808 1.909 12 1

Principal Arterial 1600 55 2833 1087 1097 0.253 12 1

Principal Arterial 1600 30 2834 1097 1087 0.253 12 1

Principal Arterial 1600 30 2835 815 1098 0.634 12 1

Principal Arterial 1600 30 2836 1098 815 0.634 12 1

Principal Arterial 1600 30 2837 1089 265 1.13 12 2

Principal Arterial 3200 45 2838 811 1089 1.131 12 2

Principal Arterial 3200 45 2839 1087 1088 0.547 12 1

Principal Arterial 1600 45 2840 1088 1087 0.547 12 1

Principal Arterial 1600 45 2841 843 1215 5.211 12 1

Minor Arterial 1300 40 2842 792 1100 11.919 12 1

Principal Arterial 1600 55 2843 1100 792 11.919 12 1

Principal Arterial 1600 55 2844 1094 1101 8.781 12 1

Major Arterial 1300 45 2845 1101 1094 8.781 12 1

Major Arterial 1300 45 2846 1215 842 5.207 12 1

Minor Arterial 1300 40 2847 823 1089 0.474 12 2

Principal Arterial 3200 45 2848 1089 823 0.474 12 2

Principal Arterial 3200 45 2849 1097 1210 0.324 12 1

Collector /Local Road 1300 40 2850 1210 1097 0.324 12 1

Collector /Local Road 1300 40 2851 1230 279 2.333 12 2

Freeway 4100 65 2852 277 760 2.421 12 2

Freeway 4100 65 2853 1227 838 1.718 12 2

Freeway 4100 65 2854 757 753 1.507 12 2

Freeway 4100 65 2855 749 728 1.118 12 2

Freeway 4100 65 Page 51 of 55 Page51 o 55Appendix C - Page 52 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

(mi)

Width (ft)

Lanes Rate________

2856 729 1229 1.423 12 2

Freeway 4100 65 2857 726 1228 1.692 12 2

Freeway 4100 65 2858 715 273 3.264 12 2

Freeway 4100 65 2859 271 837 3.746 12 2

Freeway 4100 65 2860 920 716 8.123 12 2

Freeway 4100 65 2861 723 923 8.727 12 2

Freeway 4100 65 2862 747 834 9.417 12 2

Freeway 4100 65 2863 711 738 8.915 12 2

Freeway 4100 65 2864 737 731 1.939 12 2

Freeway 4100 65 2865 754 832 2.096 12 2

Freeway 4100 65 2866 1182 1260 1.898 12 2

Principal Arterial 3200 45 2867 1260 1182 1.898 12 2

Principal Arterial 3200 45 2868 1218 1296 2.906 12 1

Major Arterial 1300 55 2869 1296 1218 2.906 12 1

Major Arterial 1300 55 2870 1219 1220 0.934 12 1

Major Arterial 1300 45 2871 1220 1219 0.934 12 1

Major Arterial 1300 45 2872 1218 1219 3.204 12 1

Major Arterial 1300 55 2873 1219 1218 3.204 12 1

Major Arterial 1300 55 2874 1180 1260 0.444 12 2

Major Arterial 2700 45 2875 1260 1180 0.444 12 2

Major Arterial 2700 45 2876 1166 1295 0.125 12 1

Ramp 1500 35 2877 1295 1166 0.125 12 1

Ramp 1500 35 2878 1154 1295 0.068 12 2

Principal Arterial 3200 45 2879 1295 1154 0.068 12 2

Principal Arterial 3200 45 2880 1198 1302 1.192 12 1

Major Arterial 1300 55 2881 1302 1198 1.192 12 1

Major Arterial 1300 55 2882 1104 1121 5.665 12 2

Principal Arterial 3200 45 2883 1121 1104 5.665 12 2

Principal Arterial 3200 45 2884 1142 1263 1.99 12 2

Principal Arterial 3200 45 2885 1263 1142 1.99 12 2

Principal Arterial 3200 45 2886 1142 1156 0.826 12 1

Minor Arterial 1300 40 2887 1156 1142 0.826 12 1

Minor Arterial 1300 40 2888 742 1059 1.521 12 1

Major Arterial 1300 55 2889 1059 742 1.521 12 1

Major Arterial 1300 55 2890 1059 1225 0.578 11 1

Maij.or Arterial 1300 35 2891 1225 1059 0.578 11 1

Major Arterial 1300 35 2892 1104 1256 1.862 12 2

Principal Arterial 3200 45 2893 1256 1104 1.862 12 2

Principal Arterial 3200 45 2894 739 1051 3.099 12 1

Major Arterial 1300 55 2895 1051 739 3.099 12 1

Major Arterial 1300 55 2896 1052 1223 3.884 12 1

Major Arterial 1300 45 2897 1223 1052 3.884 12 1

Major Arterial 1300 45 2898 1055 1297 0.053 12 1

Minor Arterial 1300 40 2899 1297 105 5 0.053 12 1

Minor Arterial 1300 40 2900 814 1055 1.004 11 1

Major Arterial 1300 30 2901 1055 814 1.004 11 1

Major Arterial 1300 30 2902 873 1206 0.744 12 1

Collector / Local Road 800 45 2903 1206 873 0.744 12 1

Collector /

Local Road 800 45 2904 1084 1300 1.453 12 1

Major Arterial 1300 55 2905 1300 1084 1.453 12 1

Major Arterial 1300 55 2906 1151 1185 4.25 12 1

Freeway 2050 55 2907 835 1063 0.893 12 2

Principal Arterial 3200 40 2908 1063 835 0.893 12 2

Principal Arterial 3200 40 2909 234 1254 6.043 12 1

Major Arterial 1300 55 2910 1254 234 6.043 12 1

Major Arterial 1300 55 291 1064 1245 0.462 12 2--

Principal Arterial 3200 45 Page 52 of 55 Page52 o 55Appendix C - Page 53 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

________(ml)

Width (ft)

Lanes Rate (veh/hr) 2912 1245 1064 0.462 12 2

Principal Arterial 3200 45_

2913 848 1065 0.469 12 2

Principal Arterial 2800 30_

2914 1065 848 0.469 12 2

Principal Arterial 2800 30 2915 11217 1246 0.888 12 1

Major Arterial 1300 55 2916 1246 1217 0.888 12 1

Major Arterial 1300 55 2917 818 1057 4.783 12 1

Major Arterial 1300 55 2918 1057 818 4.783 12 1

Major Arterial 1300 55 2919 707 1078 0.497 12 1

Major Arterial 1300 55 2920 1078 707 0.497 12 1

Major Arterial 1300 55 2921 1066 1081 5.628 11 1

Minor Arterial 1300 35 2922 1081 1066 5.628 11 1

Minor Arterial 1300 35 2923 755 818 0.447 12 2

Principal Arterial 2800 35 2924 818 755 0.447 12 2

Principal Arterial 2800 35 2925 1234 1303 7.121 12 1

Major Arterial 1300 55 2926 1303 1234 7.121 12 1

Major Arterial 1300 55 2927 833 1075 0.348 12 2

Major Arterial 2700 45 2928 1075 833 0.348 12 2

Major Arterial 2700 45 2929 1076 1083 1.894 12 1

Principal Arterial 1600 45 2930 1083 1076 1.894 12 1

Principal Arterial 1600 45 2931 1076 1205 0.788 12 1

Major Arterial 1300 45 2932 1205 1076 0.788 12 1

Major Arterial 1300 45 2933 782 840 0.99 12 1

Principal Arterial 1600 35 2934 840 782 0.99 12 1

Principal Arterial 1600 35 2935 1304 1305 0.114 12 1

Principal Arterial 1600 40 2936 1305 1304 0.114 12 1

Principal Arterial 1600 40 2937 1207 1240 2.044 12 1

Major Arterial 1300 45 2938 1240 1207 2.044 12 1

Major Arterial 1300 45 2939 1240 1241 1.091 12 1

Principal Arterial 1600 55 2940 1241 1240 1.091 12 1

Principal Arterial 1600 55 2941 776 1070 0.293 12 1

Principal Arterial 1600 35 2942 1070 776 0.293 12 1

Principal Arterial 1600 35 2943 775 1242 0.383 12 1

Principal Arterial 1600 35 2944 1242 775 0.383 12 1

Principal Arterial 1600 35 2945 773 774 1.768 12 1

Major Arterial 1300 45 2946 774 773 1.768 12 1

Major Arterial 1300 45 2947 1201 1244 1.326 12 1

Major Arterial 1300 45 2948 1244 1201 1.326 12 1

Major Arterial 1300 45 2949 777 1201 2.672 12 1

Major Arterial 1300 45 2950 1201 777 2.672 12 1

Major Arterial 1300 45 2951 1234 1244 1.217 12 1

Major Arterial 1300 55 2952 1244 1234 1.217 12 1

Major Arterial 1300 55 2953 819 1243 0.675 12 1

Major Arterial 1300 50 2954 1243 819 0.675 12 1

Major Arterial 1300 50 2955 1071 1231 1.193 12 1

Major Arterial 1300 45 2956 1231 1071 1.193 12 1 _

Major Arterial 1300 45 2957 1072 1073 0.132 12 1 _

Major Arterial 1300 45 2958 1073 1072 0.132 12 1 _

Major Arterial 1300 45 2959 725 1074 1.145 12 1

Major Arterial 1300 45 2960 1074 725 1.145 12 1

Major Arterial 1300 45 2961 773 813 2.099 12 1

Major Arterial 1300 45 2962 813 773 2.099 12 1

Major Arterial 1300 45 2963 1064 1303 0.653 12 1

Major Arterial 1300 45 2964 1303 1064 0.653 12 1

Major Arterial 1300 45 2965 848 1301 1.353 12 2

Principal Arterial 2800 30 2966 1301 848 1.353 12 2

Principal Arterial 2800 30 2967 11200 11203 11.003 12 1

Major Arterial 1300 45 Page 53 of 55 Page53 o 55Appendix C - Page 54 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhw FFS (mph)

(ml)

Width (ft)

Lanes Rate________

2968 1203 1200 1.003 12 1

Major Arterial 1300 45 2969 1201 1234 1.038 12 1

Major Arterial 1300 45 2970 1234 1201 1.038 12 1

Major Arterial 1300 45 2971 1243 1244 2.166 12 1

M~ajor Arterial 1300 55 2972 1244 1243 2.166 12 1

Major Arterial 1300 55 2973 777 1240 1.329 12 1

Principal Arterial 1600 55 2974 1240 777 1.329 12 1

Principal Arterial 1600 55 2975 190 192 2.007 12 1

Minor Arterial 1300 40 2976 192 190 2.007 12 1

Minor Arterial 1300 40 2977 190 208 2.524 12 1

Major Arterial 1300 45 2978 208 190 2.524 12 1

Major Arterial 1300 45 2979 233 241 0.954 12 1

Principal Arterial 1600 45 2980 241 233 0.954 12 1

Principal Arterial 1600 45 2981 557 551 0.494 12 2

Freeway 4100 65 2982 1309 1308 0.173 12 2

Freeway 4100 65 2983 345 886 0.586 12 2

Major Arterial 2700 45 2984 886 345 0.586 12 2

Major Arterial 2700 45 2985 509 494 0.125 12 1

Minor Arterial 1300 40 2986 494 483 0.196 12 1

Minor Arterial 1300 40 2987 312 700 1.356 12 2

Freeway 4100 65 2988 303 313 1.324 12 2

Freeway 4100 65 2989 483 492 0.196 12 1

Minor Arterial 1300 40 2990 484 544 2.354 12 2

Principal Arterial 3200 45 2991 544 484 2.354 12 2

Principal Arterial 3200 45 2992 491 325 0.317 12 3

Freeway 6150 65 2993 424 429 2.036 12 1

Major Arterial 1300 45 2994 429 424 2.036 12 1

Major Arterial 1300 45 2995 1311 328 0.512 12 2

Freeway 4100 60 2996 505 530 0.452 12 2

Freeway 4100 60 2997 300 694 0.453 12 2

Freeway 4100 65 2998 327 299 1.325 12 2

Freeway 4100 65 2999 324 511 0.076 12 3

Freeway 6150 65 3000 508 510 0.446 12 3

Freeway 6150 65 3001 845 493 0.904 12 3

Freeway 6150 65 3002 495 496 0.542 12 2

Freeway 4100 65 3003 844 516 0.251 12 2

Freeway 4100 65 3004 252 173 0.736 12 1

Ramp 1500 35 3005 338 318 7.725 12 2

Freeway 4100 65 3006 497 320 3.465 12 2

Freeway 4100 65 3007 337 387 0.579 12 2

Freeway 4100 65 3008 367 353 0.531 12 2

Principal Arterial 3200 45 3009 336 1313 2.828 12 2

Freeway 4100 65 3010 686 1279 0.581 12 1

Collector! Local Road 1300 40 3011 1279 686 0.581 12 1

Collector /Local Road 1300 40 3012 549 1279 0.636 12 2

Principal Arterial 3200 45 3013 1279 549 0.636 12 2

Principal Arterial 3200 45 3014 500 1316 1.007 12 2

Principal Arterial 2800 35 3015 1316 500 1.007 12 2

Principal Arterial 2800 35 3016 361 370 1.51 12 1

Major Arterial 1300 45 3017 370 361 1.51 12 1

Major Arterial 1300 45 3018 536 533 0.307 12 2

Freeway 4100 65 3019 298 592 0.048 12 2

Freeway 4100 65 3020 158 691 7.469 12 2

Freeway 4100 65 3021 693 160 7.431 12 2

Freeway 4100 65 3022 359 335 0.832 12 2

Principal Arterial 3200 45 3023 11033 1326 1.017 10 1

Collector /Local Road 800 15 Page 54 of 55 Page54 o 55Appendix C - Page 55 of 66

Appendix C Dresden NGS Appedix DrsdenNGSRoadway Network Data Table Link #

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

S_______

(ml)

Width (ft)

Lanes Rate (vehlhr) 3024 1326 1033 1.017 10 1

Collector/ILocal Road 800 15 3025 863 1327 2.236 10 1

Collector / Local Road 800 15 3026 1327 863 2.236 10 1

Collector /Local Road 800 15 3027 937 1329 2.334 10 1

Collector / Local Road 800 15 3028 1329 937 2.334 10 1

Collector / Local Road 800 15 3029 941 1330 1.781 10 1

Collector/ Local Road 800 15 3030 1330 941 1.781 10 1

Collector! Local Road 800 15 3031 898 1333 5.256 10 1

Collector /Local Road 800 15 3032 1333 898 5.256 10 1

Collector / Local Road 800 15 3033 125 1334 6.203 10 1

Collector!/ Local Road 800 15 3034 1334 125 6.203 10 1

Collector/ Local Road 800 15 3035 627 1346 4.431 10 1

Collector! Local Road 800 15 3036 1346 627 4.431 10 1

Collector/ Local Road 800 15 3037 1029 1366 3.589 10 1

Collector / Local Road 800 15 3038 1366 1029 3.589 10 1

Collector /Local Road 800 15 3039 202 1373 2.078 10 1

Collector!/ Local Road 800 15 3040 1373 202 2.078 10 1

Collector!/ Local Road 800 15 3041 997 1375 0.724 10 1

Collector! Local Road 800 15 3042 1375 997 0.724 10 1

Collector /Local Road 800 15 3043 1001 1376 2.201 10 1

Collector /Local Road 800 15 3044 1376 1001 2.201 10 1

Collector /Local Road 800 15 3045 1015 1379 2.576 10 1

Collector /Local Road 800 15 3046 1379 1015 2.576 10 1

Collector/ Local Road 800 15 3047 1023 1380 1.686 10 1

Collector / Local Road 800 15 3048 1380 1023 1.686 10 1

Collector / Local Road 800 15 3049 953 1387 3.296 10 1

Collector /Local Road 800 15 3050 1387 953 3.296 10 1

Collector! Local Road 800 15 3051 849 1394 3.576 10 1

Collector / Local Road 800 15 3052 1394 849 3.576 10 1

Collector / Local Road 800 15 3053 613 1395 6.404 10 1

Collector /Local Road 800 15 3054 1395 613 6.404 10 1

Collector!/ Local Road 800 15 3055 1280 1397 1.26 10 1

Collector! Local Road 800 15 3056 1397 1280 1.26 10 1

Collector!/ Local Road 800 15 3057 849 155 7.741 12 2

Principal Arterial 3650 55 3058 654 1402 10.515 12 2

Principal Arterial 3650 55 3059 634 1402 0.057 12 2

Principal Arterial 3650 55 3060 1402 634 0.057 12 2

Principal Arterial 3650 55 3061-1402 655 3.208 12 2

Principal Arterial 3650 55 Page 55 of 55 Page55 o 55Appendix C - Page 56 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 111 1000641.9 1765233.3 All-way stop 113 970055.55 1764459.4 Two-way stop 116 956698 1764038 All-way stop 118 943357.14 1756401.4 Two-way stop 119 939753.16 1755784.8 Two-way stop 122 943434.51 1753632.3 All-way stop 123 956896 1753423 Two-way stop 124 943434.51 1753007.6 All-way stop 125 959387 1750906 Two-way stop 128 1001199.1 1747006.3 Signalized - Flashing 130 1000541 1746646.1 Two-way yield 136 1022647.8 1706804.6 Diverge - Uncontrolled 137 1023052.5 1707095.2 Two-way yield 139 1087225.6 1706517.5 Two-way stop 140 1086830.8 1707022.2 Two-way stop 141 1086844 1706509 Two-way stop 142 1023375 1706362.8 Two-way stop 144 1023428.2 1706316 Two-way stop 145 1023097.6 1708082.7 Two-way yield 146 1017919 1704759 Two-way stop 147 1022853.9 1704660.2 Two-way stop 150 1022853.9 1704042.2 Two-way yield 152 1023550.6 1703136.8 Two-way yield 155 1039261.4 1698965.4 Diverge - Uncontrolled 164 1087076.5 1695899.1 Two-way stop 165 1065952.2 1695449.3 Two-way stop 166 1060648.4 1695355.2 Two-way stop 168 1045771.9 1695173.7 Two-way stop 169 1044656.8 1695138 Two-way stop 172 1039381 1694936 Signalized - Actuated 173 1023524.4 1691840.8 Two-way yield 174 1023399 1693395.7 Two-way yield 178 1036085 1690687 Two-way stop 179 1035476 1690434 Signalized - Actuated 180 1033467 1689483 Signalized - Flashing 189 1026737 1683946 Two-way stop 190 1023884.6 1683850.3 All-way stop 192 1013263 1683529 Two-way stop 193 1012845.7 1683521.1 Two-way stop 194 1013094.5 1684548.9 Two-way yield 195 1011699.8 1683483.4 Two-way stop 200 1011552.5 1682492.1 Two-way yield 202 1013448 1678297 Two-way stop 204 1013498 1676319 Two-way stop Page 1 of 10 Appendix C - Page 57 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 206 1016155 1674617 Two-way stop 208 1017591.3 1674568.2 Signalized - Actuated 209 1013549 1674562 All-way stop 210 1017819 1674357 Signalized - Actuated 217 1008458.5 1674370.7 Two-way yield 219 1013592.4 1672999.4 Two-way stop 220 1010950.3 1672930.7 Two-way stop 221 1008576.8 1672780.7 Two-way stop 223 1016205 1672766 Two-way stop 224 1015866.4 1672769.1 Two-way stop 227 1013650.5 1670438 Two-way stop 228 1013681.1 1670201.2 Two-way stop 231

.1049791.5 1668717.9 Two-way stop 232 1056398.1 1668863.5 Two-way stop 234 1056472.4 1665095.6 Two-way stop 239 1005963.4 1765521.8 Two-way stop 243 1007551 1704561 Two-way stop 248 1024031 1673280 Two-way stop 253 1023190.2 1704259.8 Two-way yield 254 1022944.4 1703845.4 Two-way yield 255 1022857.8 1703817.8 Two-way yield 256 1023152.7 1702809.9 Two-way yield 257 1023464 1703306.1 Two-way yield 258 1023554.5 1703349.4 Two-way yield 259 1008706.9 1672789.9 Two-way yield 260 1008588.8 1672695 Diverge - Uncontrolled 261 1031936.5 1689425.2 Two-way yield 265 891439.14 1532328.1 Two-way stop 271 862997.38 1715578.2 Two-way yield 272 861129.12 1715842.5 Two-way yield 280 1020964.6 1773556.5 Signalized - Flashing 293 1021483.1 1756639.5 Two-way yield 294 1021448.1 1755597 Two-way yield 297 1030595 1758402.1 Two-way yield 298 1041571.7 1764626.6 Two-way yield 301 1020107.8 1755405.8 Two-way yield 302 1022660.8 1755446.6 Two-way yield 304 1021471.7 1754476.5 Two-way yield 305 1021662.5 1755501 Two-way yield 307 1021268.9 1755389 Two-way yield 310 1021518.5 1755312.2 Two-way yield 312 1021940.2 1745406.6 Two-way yield 314 1021888.5 1743406.1 Two-way yield 317 1022183.7 1735394.1 Two-way yield Page 2 of 10 Appendix C - Page 58 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 319 1076748 1766614.9 Two-way yield 321 1077792.7 1767858.3 Two-way yield 324 1053132.6 1764832.6 Two-way yield 327 1046971.8 1764840.5 Two-way yield 330 1049085 1766091 Two-way yield 331 1047969.6 1764124.7 Diverge - Uncontrolled 332 1048791.1 1765965.2 Diverge - Uncontrolled 333 1049161.3 1766159.1 Diverge - Uncontrolled 338 1113858.6 1780052.6 Two-way yield 340 1015764.3 1736677.3 Signalized - Flashing 345 1027042.9 1773666.3 Signalized - Flashing 346 1041411.2 1768718.1 Signalized - Flashing 348 1021215.4 1765453.2 Diverge - Uncontrolled 356 1041462.2 1766062.5 Signalized - Flashing 357 1116036 1784419 Signalized - Actuated 375 1115586.7 1781522.9 Diverge - Uncontrolled 376 1115618.1 1780302.4 Diverge - Uncontrolled 378 1115639.7 1779865.2 Diverge - Uncontrolled 382 1115730 1779349.7 Two-way stop 386 1116016.3 1778107.3 Diverge - Uncontrolled 387 1117830.7 1780074.6 Two-way yield 399 1116383.4 1776447.7 Signalized - Actuated 423 1041322.2 1771355 Signalized - Flashing 452 1116622.6 1769327.2 Signalized - Actuated 453 1116558.2 1771130.3 Signalized - Actuated 486 1063836.5 1766057.4 Two-way stop 487 1048459.7 1765785.4 Diverge - Uncontrolled 489 1041467.9 1765646.6 Two-way yield 491 1054697.7 1765115.9 Two-way yield 496 1062457.2 1765316.7 Two-way yield 497 1065123.6 1765316.7 Two-way yield 498 1048191.7 1765284.7 Two-way yield 505 1049639.3 1764982.7 Two-way yield 506 1048900.4 1765037.9 Two-way yield 510 1056619.2 1765292.2 Two-way yield 512 1041480.5 1764765.2 Diverge - Uncontrolled 514 1041480.5 1764691.2 Two-way yield 515 1063868.7 1764618.2 Two-way stop 517 1051866.1 1764598.4 Two-way yield 521 1048524.4 1765067.1 Two-way yield 522 1053163.6 1764598.4 Two-way yield 524 1041486.9 1764322.6 Diverge - Uncontrolled 525 1041488.2 1764433.6 Two-way yield 526 1052938.9 1764288.8 Two-way yield Page 3 of 10 Appendix C - Page 59 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 528 1053228.5 1764251.5 Two-way yield 529 1053198.9 1764344.2 Two-way stop 532 1053234.5 1764355.2 Two-way stop 533 1041415.8 1764527.8 Two-way yield 534 1041494.7 1763638.9 Diverge - Uncontrolled 535 1041497.1 1763568.8 Two-way yield 537 1046272.8 1763097.1 Two-way stop 538 1053323.7 1763808.9 Two-way stop 539 1041523.8 1762928.4 Signalized - Flashing 541 1053385 1762522.9 Two-way stop 542 1053363.1 1762522.8 Two-way stop 544 1046703.8 1761960.5 Signalized - Flashing 571 1041235.8 1774001.1 Signalized - Flashing 572 1035501.6 1773817.7 Two-way stop 574 1031539 1773727.5 Signalized - Flashing 578 1021134.3 1768269.7 Signalized - Flashing 580 1031713.6 1768441.3 Signalized - Flashing 581 1029075.3 1768384 Signalized - Flashing 582 1024049.5 1768313.3 Signalized - Flashing 583 1023560.5 1768306.4 Signalized - Flashing 588 1015854.8 1768185.6 Signalized - Flashing 590 1029165.7 1765505.6 Signalized - Flashing 593 1039758.8 1764553 Two-way yield 597 1012995.3 1734780 Two-way stop 601 1022940.9 1731056.7 Two-way stop 602 1022994.1 1731089 Two-way stop 603 1021794 1730412.6 Two-way yield 605 1031979.1 1754102.6 Signalized - Flashing 608 1021605.3 1736592 Two-way stop 613 1028489.6 1731608.3 Two-way stop 614 1028719.3 1756660.4 Two-way yield 616 1022766.6 1736621.5 Two-way stop 617 1022177 1737879.1 Two-way yield 618 1021656.3 1744206.9 Signalized-Actuated 619 1022200.8 1744657.5 Signalized - Actuated 622 1022503.8 1729058.3 Two-way yield 624 1022410.9 1730544.7 Two-way yield 627 1048817.6 1734828.5 Signalized -Actuated 630 1059429 1735115 Two-way stop 631 1064700 1735256 Two-way stop 632 1046942 1725569 Two-way stop 633 1054085.1 1734971 Diverge - Uncontrolled 634 1054145.5 1734971.1 Signalized - Actuated 635 1045223.3 1723833.3 Two-way stop Page 4 of 10 Appendix C - Page 60 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 636 1045259 1723779 Two-way stop 637 1043755.8 1721508.6 Two-way stop 638 1043832.6 1721516 Two-way stop 639 1046842.9 1725561 Two-way stop 640 1048337.2 1753271.8 Two-way stop 642 1053594.9 1753494.3 Signalized - Flashing 643 1053655 1753498 Signalized - Actuated 650 1048129.6 1759119.4 Two-way stop 652 1058882.9 1753677.9 Two-way stop 653 1042662.5 1759881.4 Diverge - Uncontrolled 657 1075235 1738209 Two-way stop 658 1053954.7 1733633.4 Two-way stop 664 1107627 1733547.1 All-way stop 666 1079083 1733156 Two-way stop 669 1078118 1733698 Two-way stop 670 1076818.5 1735730.1 Signalized - Flashing 694 1043184.4 1764612.8 Two-way yield 695 1053011.3 1764731 Two-way yield 697 1036607.7 1757742.9 Diverge - Uncontrolled 699 1041619.7 1759510.8 Signalized - Flashing 703 1028715.9 1756565.1 Diverge - Uncontrolled 704 1029495.8 1757907.7 Signalized - Flashing 705 1029918.6 1757200.8 Signalized - Flashing 706 862496.86 1716253.1 Two-way stop 707 862566.18 1716328.2 Two-way yield 708 881922.7 1715772.7 Two-way stop 709 881918.19 1715860.7 Two-way yield 711 845362.27 1715632.3 Two-way yield 715 880728.59 1715271.8 Two-way yield 718 861587.91 1715176 Two-way stop 720 846281.43 1715235.5 Two-way stop 721 847424.85 1715639.4 Two-way yield 722 881940.75 1714700.9 Two-way stop 723 883037.43 1715181.4 Two-way yield 726 775330.78 1714747 Two-way yield 727 774741.83 1714110.6 Two-way yield 729 782810.48 1713521.7 Two-way yield 732 785264.82 1715318.7 Two-way yield 734 784969.49 1713384.3 Two-way yield 735 785357 1713124.1 Two-way yield 737 797246.41 1712939.8 Two-way yield 739 907506.26 1712915.1 All-way stop 741 785021.41 1712837.2 Two-way yield 743 881940.75 1714601.6 Two-way yield Page 5 of 10 Appendix C - Page 61 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 746 798467.7 1712350.6 Two-way stop 747 799982.43 1712863.7 Two-way yield 748 798385.35 1712351.2 Diverge - Uncontrolled 751 784577.15 1713046.2 Two-way yield 754 786999.49 1713046.9 Two-way yield 756 782093.07 1702038.1 Two-way stop 758 781070.55 1701416.9 Two-way stop 759 780998.07 1701474.2 Diverge - Uncontrolled 761 782166.64 1701956.1 Diverge - Uncontrolled 773 776967.45 1692692.8 Two-way stop 774 781353.78 1692474.6 Two-way yield 775 781667.4 1692662.3 Two-way stop 776 781741.49 1692458.6 Two-way stop 778 777861.2 1686663.9 Two-way stop 779 777857.85 1686757.9 Diverge - Uncontrolled 780 777758.72 1686666.3 Two-way yield 781 778761.33 1686647.8 Two-way stop 782 782343.99 1686573.7 All-way stop 783 778757.44 1686549.7 Diverge - Uncontrolled 785 962134 1618200 Two-way stop 787 991048 1613108 Two-way stop 790 952629.15 1612404.5 Two-way stop 791 952246.27 1614502.2 Two-way yield 792 899121.82 1611909.5 Two-way stop 794 952622.78 1612372.7 Two-way stop 795 951637.67 1610287.7 Two-way yield 796 951240.47 1612358.3 Two-way stop 798 928579.72 1582083.4 Two-way yield 800 927598.42 1578304.5 Two-way yield 802 898626.01 1549450.6 Two-way stop 804 900153.28 1549502.9 Two-way yield 805 896943.13 1547683.8 Two-way yield 806 898595.19 1549451.4 Two-way stop 807 898637.29 1547822.3 Two-way stop 808 898624.28 1547116.7 Diverge - Uncontrolled 809 898608.89 1547823.5 Two-way stop 811 891437.59 1532275.6 Two-way stop 813 775241.56 1699540.8 Signalized - Flashing 815 902279 1535059 Signalized - Actuated 816 846182.65 1715239.7 Diverge - Uncontrolled 819 782191.47 1702096 Two-way yield 821 898920.46 1537052.6 Signalized - Flashing 823 898378.43 1532354.6 Signalized - Flashing 824 898604.68 1550162.7 Diverge - Uncontrolled Page 6 of 10 Appendix C - Page 62 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 826 926894.69 1580341.1 Diverge - Uncontrolled 827 929406.45 1580386.2 Diverge - Uncontrolled 829 953280.55 1612391.5 Diverge - Uncontrolled 830 951240.47 1612390.2 Two-way stop 833 798468.32 1712270.2 Two-way yield 835 846277.75 1715124.4 Two-way yield 836 861526.98 1715099.2 Two-way yield 839 780972.15 1701355.1 Two-way yield 840 778856.41 1686646.6 Two-way yield 846 1053345.6 1763812.6 Two-way stop 849 1039043.9 1712293.3 Two-way stop 850 1039148.2 1712293.6 Two-way stop 851 1009725.4 1619912.4 Two-way stop 855 986989.65 1645829.8 Two-way stop 856 987878.71 1645840.9 Two-way stop 858 944150 1713288 Two-way stop 860 962093.53 1619348 Diverge - Uncontrolled 861 962030.5 1620167.7 Two-way stop 863 959869 1717894 Signalized - Actuated 864 959799.82 1720400.9 Signalized - Flashing 865 959812 1721239 Diverge - Uncontrolled 866 959052.6 1719341.9 Two-way yield 867 959860.18 1720400.9 Signalized - Flashing 869 959820.64 1719315.1 Signalized - Flashing 870 959870.05 1719326 Signalized - Flashing 871 961065.83 1720745.1 Two-way yield 875 964681.98 1711265.5 All-way stop 882 963408.73 1621213.5 Two-way yield 884 960664.74 1620733.9 Two-way yield 891 960572 1671419 Two-way stop 893 1001216.4 1746290.4 Signalized - Flashing 894 1002027.5 1746651.8 Two-way yield 898 959535 1740296 Two-way stop 901 917092.66 1739634.5 All-way stop 903 959612 1735001 Two-way stop 904 946983.31 1734649.8 Two-way stop 908 950554.59 1729434 Two-way stop 913 965100.11 1722607.8 Two-way stop 915 956302.37 1718980.1 Two-way stop 917 957457.76 1716643.2 Two-way stop 919 922830.78 1716214.5 Two-way stop 920 921846.38 1715723.7 Two-way yield 921 922861.81 1715187.8 Two-way stop 922 923820.83 1715687 Two-way yield Page 7 of 10 Appendix C - Page 63 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 924 959912 1714334 Signalized - Actuated 925 958157.26 1713754.4 Signalized - Flashing 926 958050.42 1713742 Signalized - Flashing 930 958566.79 1711839.7 Two-way stop 934 959976.76 1710952.8 Signalized - Flashing 940 958769.66 1709052.1 Two-way stop 941 957141.77 1709083 Two-way stop 944 944262 1708004 Two-way stop 946 986527 1704287 Two-way stop 950 1002271 1704378 All-way stop 952 965329 1703420 Two-way stop 953 960005 1703214 Signalized - Actuated 957 960051 1700561 Signalized - Actuated 958 986729.03 1690663.8 Two-way stop 959 957614.48 1689902.5 Two-way stop 960 960244 1689973 Two-way stop 969 1005582.5 1683298.6 Two-way stop 970 998920.93 1683104.1 Two-way stop 972 997426 1683052 Signalized - Actuated 974 992136 1682901 Two-way stop 975 986881 1682765 Two-way stop 981 960313 1682048 Two-way stop 982 1007697.9 1672792.5 Two-way stop 984 992354 1672414 Two-way stop 986 1007957.4 1671747 Two-way yield 987 981807 1672063 Two-way stop 990 971152 1671710 Signalized - Actuated 991 960704 1666107 Two-way stop 992 958170.88 1666032.7 Two-way stop 995 935054.2 1665424.2 Two-way stop 996 992629.45 1661829.9 Two-way stop 998 1003878.3 1660186 Two-way stop 999 1004019 1660051 Two-way stop 1001 1000871 1656751 Two-way stop 1002 960884.42 1659493.4 Two-way stop 1008 993131.83 1648453.9 Two-way stop 1010 993108.3 1646030.1 All-way stop 1013 987700.4 1646966.5 Two-way yield 1015 982478.3 1645676.7 Two-way stop 1016 987210.43 1644851.6 Two-way yield 1017 993148.16 1644762.6 Two-way stop 1019 990480.15 1644609.9 Two-way stop 1020 988360.91 1644997.4 Two-way stop 1021 961313 1644882 Two-way stop Page 8 of 10 Appendix C - Page 64 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 1022 999860.89 1640872.3 Two-way stop 1023 998597.25 1640838.7 Two-way stop 1029 993054 1704121 Two-way stop 1033 952766.35 1713588.3 Two-way stop 1036 944336.02 1704641.2 Two-way stop 1040 961981.52 1621763.6 Two-way stop 1045 1001611.6 1730740.5 Signalized - Flashing 1048 1009097.3 1641095.1 Two-way stop 1067 774762.14 1714853 Two-way yield 1071 775143.59 1700332.1 Signalized - Flashing 1076 774305.86 1686697.8 Two-way stop 1085 898595.05 1580140.9 Two-way stop 1087 899981 1535052 Signalized - Actuated 1089 895870.01 1532341.7 Diverge - Uncontrolled 1092 890813.44 1534338.2 Two-way stop 1093 898382 1535051 Signalized - Actuated 1097 901319.19 1535055 Two-way stop 1098 905650 1535044 Signalized - Actuated 1099 960257 1612555 All-way stop 1100 950270.56 1612370 Diverge - Uncontrolled 1103 954559.51 1612411.7 Two-way stop 1118 1024902 1642844 Two-way stop 1124 1116084.5 1640303.1 Two-way yield 1127 1116765.2 1640046 Two-way yield 1143 1108957 1622733 Signalized - Actuated 1144 1110379.1 1622760.6 Signalized - Flashing 1145 1112612 1622541 Signalized - Actuated 1149 1114351 1622306 Signalized - Actuated 1150 1114754 1622250 Signalized - Actuated 1169 1025583 1620230 Two-way stop 1172 1107218.8 1619955.1 All-way stop 1175 1112249.7 1619380.1 All-way stop 1176 1112075.8 1619372.2 Two-way stop 1177 1112072.7 1618842.8 Two-way stop 1180 1112725.8 1617115.4 Two-way stop 1181 1111839 1617090.7 Two-way stop 1182 1112251.8 1612001.2 Signalized - Flashing 1193 1116767.4 1640140.8 Two-way stop 1212 906996.99 1739464.8 Two-way stop 1216 906720.34 1755476.3 Two-way stop 1221 909000.57 1665375.5 Two-way stop 1227 784721.74 1710883.9 Two-way yield 1240 791300.02 1691652 Two-way stop 1247 1112264.9 1606912 Two-way stop Page 9 of 10 Appendix C - Page 65 of 66

Appendix C Dresden NGS Node Data Table Node #

X-Coord Y-Coord Control Type 1252 1112238.8 1606805.7 Two-way yield 1253 1112218.1 1606908.1 Two-way stop 1266 1112211.1 1607002.4 Diverge - Uncontrolled 1271 961989.01 1622521.6 Diverge - Uncontrolled 1272 962079.48 1620169.7 Two-way stop 1273 962036.63 1621764.6 Two-way stop 1279 1116720.9 1762748.7 Two-way stop 1289 899029.96 1537277.6 Diverge - Uncontrolled 1307 1076516 1695622.7 Two-way stop 1316 1116798.7 1763130.2 Signalized - Flashing 1317 1115645.7 1779285.9 Diverge - Uncontrolled 1318 1115764.1 1779151.7 Two-way yield 1319 1115724.5 1780860.5 Diverge - Uncontrolled 1320 1115593.6 1780776 Two-way stop 1321 1115586.7 1781020.1 Two-way yield 1337 1005717.5 1775984.6 Two-way stop 1352 1045049.9 1725501.1 Two-way stop Note: Coordinates in NAD83 State Plane Illinois East Nodes which reflect changes in roadway properties (number of lanes, speed limit, capacity, etc.) at points along the link are omitted from this list.

Page 10 of 10 Appendix C - Page 66 of 66

ARCADIS Appendix D Average Speed by Roadway Link by Hour (Winter Day, Full EPZ)

Evacuation Avg Speed Links

<= 0.0

<= 20.0

<= 40.0

<= 60.0

> 60.0 Hour 1 (mph)

Appendix D Page 1 of 9

Evacuation Hour 2 Avg Speed (mph)

Links

<= 0.00

<_- )n3 nn/

<= 40.00

<= 60.00

> 60.00 Appendix D Page 2 of 9

Appendix D Page 3 of 9

Evacuation Avg Speed Links Hour 4 (mph)

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D Page 4 of 9

Appendix D Page 5 of 9

Appendix D Page 6 of 9

Appendix D Page 7 of 9

Evacuation Avg Speed Links Hour 8 (mph)

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D Page 8 of 9

Evacuation Hour 9 Avg Speed (mph)

Links

____<=

0.00

<= 20.00

<= 40.00

<= 60.00 rX

> 60.00 Appendix D Page 9 of 9

Exelon Generation V2 ARCADIS Dresden Station Evacuation Time Estimates

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

NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparedness in Support of Nuclear Power Plants, NUREG-0654, FEMA-REP-1, Rev. 1, U.S. Nuclear Regulatory Commission, Federal Emergency Management Agency, November 1980.

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

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

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

8-1

ML13254A118

Text

Response

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