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#REDIRECT [[RA-13-085, Attachment 3 - Updated Evacuation Time Estimates for Clinton Power Station Plume Exposure Pathway and ETE Review Criteria Checklist]]
| number = ML13254A116
| issue date = 09/05/2013
| title = Attachment 3 - Updated Evacuation Time Estimates for Clinton Power Station Plume Exposure Pathway and ETE Review Criteria Checklist
| author name =
| author affiliation = Exelon Generation Co, LLC
| addressee name =
| addressee affiliation = NRC/FSME, NRC/NMSS, NRC/NRR
| docket = 05000461
| license number = NPF-062
| contact person =
| case reference number = RA-13-085, RS-13-221, TMI-13-137
| document type = Evacuation Time Estimate/Report (ETE)
| page count = 145
}}
 
=Text=
{{#Wiki_filter:ATTACHMENT 3Updated Evacuation Time Estimates for Clinton Power Station PlumeExposure Pathway and ETE Review Criteria Checklist Clinton Power StationETE Review Criteria Checklist ClintonTable B-1 ETE Review Criteria Checklist Criterion Addressed in CommentsETE Analysis(Yes/No)1.0 Introduction
: a. The emergency planning zone (EPZ) and surrounding areashould be described, yes Sect 1.2b. A map should be included that identifies primary features ofthe site, including major roadways, significant topographical yes Figure 1-1, Figure 1-2 and Figure 4-1features, boundaries of counties, and population centerswithin the EPZ.c. A comparison of the current and previous ETE should beprovided and includes similar information as identified in yes Table 1-3Table 1-1, "ETE Comparison,"
of NUREG/CR-7002.
1.1 Approacha. A discussion of the approach and level of detail obtainedduring the field survey of the roadway network should be yes Section 4.3 and Appendix Cprovided.
__b. Sources of demographic data for schools, special facilities, large employers, and special events should be identified.
yes Sect 2.1, Sect 2.2, Sect 3.3, and Sect 3.4c. Discussion should be presented on use of traffic controlplans in the analysis.
yes Sect 2.1 and Sect 4.3d. Traffic simulation models used for the analyses should beidentified by name and version.
yes Sect 5.5.2 and Table 1-3e. Methods used to address data uncertainties should bedescribed, yes Sect 3 (avoid double counts),
App B (confidence level)1.2 Assumptions
: a. The planning basis for the ETE includes the assumption thatthe evacuation is ordered promptly and no early protective yes Sect 1.4, Sect 2.1, Sect 3, and Sect 5.4actions have been implemented.
: b. Assumptions consistent with Table 1-2, "GeneralAssumptions,"
of NUREG/CR-7002 should be provided and yes Sect 2.1include 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 6-2should be provided for use of other scenarios.
,P Criterion Addressed in CommentsETE Analysis(Yes/No)1.3.1 Staged Evacuation
: a. A discussion should be provided on the approach used indevelopment of a staged evacuation.
yes Section 6.4. (Zone 1 extends to 5 miles.)1.4 Evacuation Planning Areasa. 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 ERPAsconsidered for each ETE calculation by downwind direction yes Table 5-1 and Table 6-2in each sector.c. A table similar to Table 1-4, "Evacuation Areas for a StagedEvacuation Keyhole,"
of NUREG/CR-7002 should be N/A Section 6.4 (Zone 1 extends to 5 miles)provided and includes the complete evacuation of the 2, 5,and 10 mile areas and for the 2 mile area/5 mile keyholeevacuations.
2.0 Demand Estimation
: a. Demand estimation should be developed for the fourpopulation groups, including permanent residents of the yes Table 3-1 thru 3-4EPZ, 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 3b. Population values should be adjusted as necessary forgrowth to reflect population estimates to the year of the ETE. yes 2010 Census released in Oct 2011 and is most recentc. A sector diagram should be included, similar to Figure 2-1,"Population by Sector,"
of NUREG/CR-7002, showing the yes Figure 1-2population distribution for permanent residents.
2.1.1 Permanent Residents with Vehiclesa. The persons per vehicle value should be between 1 and 2 or yjustification should be provided for other values, yes Sect 3.1.1b. Major employers should be listed. yes Table A-12.1.2 Transient Population
: a. A list of facilities which attract transient populations shouldbe included, and peak and average attendance for these yes Table A-2 and A-3facilities should be listed. The source of information used todevelop attendance values should be provided.
: b. The average population during the season should be used, yes Sect 3.3oo Criterion Addressed in CommentsETE Analysis(YeslNo)itemized and totaled for each scenario.
: c. The percent of permanent residents assumed to be at yes Sect 3.3, Table A-1 and A-2facilities should be estimated.
: 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-3values vary should be provided.
: e. A sector diagram should be included, similar to Figure 2-1 ofNUREG/CR-7002, showing the population distribution for yes Distribution by ERPA by scenario in Table 3-2the transient population.
2.2 Transit Dependent Permanent Residents
: a. The methodology used to determine the number of transitdependent residents should be discussed.
yes Sect 3.1.2b. Transportation resources needed to evacuate this group yes Sect 3.1.2, Sect 3.6, Table 3-5should be quantified.
: c. The county/local evacuation plans for transit dependent residents should be used in the analysis.
yes Sect 3.1.2d. The methodology used to determine the number of peoplewith disabilities and those with access and functional needs yes Sect 3.1.2who may need assistance and do not reside in specialfacilities should be provided.
Data from local/county registration programs should be used in the estimate, butshould 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, Sect 3.1.2justification should be provided for higher values.f. An estimate of this population should be provided andinformation should be provided that the existing registration yes Sect 3.1.2programs 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 bedetailed enough to assure double counting has not occurred.
2.3 Special Facility Residents
: a. A list of special facilities, including the type of facility,
: location, and average population should be provided.
yes Table A-4, Table A-5Special facility staff should be included in the total special1.
Criterion Addressed in CommentsETE Analysis(Yes/No)facility population.
: b. A discussion should be provided on how special facility data yes Sect 3.4was obtained.
: c. The number of wheelchair and bed-bound individuals shouldbe provided, yes Table A-4d. An estimate of the number and capacity of vehicles neededto support the evacuation of the facility should be provided, yes Table A-4e. The logistics for mobilizing specially trained staff (e.g.,medical support or security support for prisons, jails, and N/A Sect 3.4.1, Sect 5.4.3other correctional facilities) should be discussed whenappropriate.
2.4 Schoolsa. A list of schools including name, location, studentpopulation, and transportation resources required to support yes Sect 3.4.2, Table 3-3 & Table A-5the evacuation, should be provided.
The source of thisinformation should be provided.
: b. Transportation resources for elementary and middle schools yes Sect 3.4.2, Table A-5are based on 100% of the school capacity.
: c. The estimate of high school students who will use theirpersonal vehicle to evacuate should be provided and a basis yes Sect 3.4 Plans assume all students by busfor the values used should be provided.
: d. The need for return trips should be identified if necessary.
yes Sect 3.6 and Sect 6.7 (no return trips)2.5.1 Special Eventsa. A complete list of special events should be provided andincludes information on the population, estimated
: duration, yes Sect 2.4.4and 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, Sect 6.5c. The percent of permanent residents attending the eventshould be estimated.
yes Sect 6.52.5.2 Shadow Evacuation
: a. A shadow evacuation of 20 percent should be included forareas outside the evacuation area extending to 15 miles yes Figure 1-2 and Sect 3.1.1from the NPP.b. Population estimates for the shadow evacuation in the 10 to15 mile area beyond the EPZ are provided by sector. yes Figure 1-2w0 Criterion Addressed in CommentsETE Analysis(Yes/No)c. The loading of the shadow evacuation onto the roadwaynetwork should be consistent with the trip generation time yes Sect 5generated for the permanent resident population.
2.5.3 Background and Pass Through Traffica. The volume of background traffic and pass-through traffic yeshould be based on the average daytime traffic.
Values may yes Sect 2.1 and Sect 4.3be reduced for nighttime scenarios.
: b. Pass-through traffic should be assumed to have stopped yes Sect 2.1 and Sect 4.3entering the EPZ about two hours after the initial notification.
2.6 Summary of Demand Estimation
: a. A summary table should be provided that identifies the total ypopulations and total vehicles used in the analysis for yes Table 3-1 thru 3-4; vehicle demand for shadowpermanent residents, transients, transit dependent population is discussed in Section 3.1.1residents, special facilities,
: schools, shadow population, andpass-through demand used in each scenario.
3.0 Roadway Capacitya. The method(s) used to assess roadway capacity should be esdiscussed.
ySect 43.1 Roadway Characteristics
: a. A field survey of key routes within the EPZ has beenconducted.
yes Sect 4.1b. Information should be provided describing the extent of thesurvey, and types of information gathered and used in the yes Sect 4.3analysis.
: c. A table similar to that in Appendix A, "RoadwayCharacteristics,"
of NUREG/CR-7002 should be provided, yes Appendix Cd. Calculations for a representative roadway segment should Appendix Cbe provided,.e ppnie. A legible map of the roadway system that identifies nodenumbers and segments used to develop the ETE should be yes Map in Appendix Cprovided and should be similar to Figure 3-1, "RoadwayNetwork Identifying Nodes and Segments,"
of NUREG/CR-7002.3.2 Capacity Analysisa. The approach used to calculate the roadway capacity for the estransportation network should be described in detail and ySect 4.3 and Appendix C
Criterion Addressed in CommentsETE 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 4.33.3 Intersection Controla. A list of intersections should be provided that includes thetotal 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 withinthe EPZ are provided including the location, signal cycle yes Table 7-1length, and turn lane queue capacity.
: c. Discussion should be provided on how time signal cycle isused in the calculations.
yes Sect 4.33.4 Adverse Weathera. The adverse weather condition should be identified and theeffect of adverse weather on mobilization should be yes Sect 2.4considered.
: b. The speed and capacity reduction factors identified in Table3-1, "Weather Capacity Factors,"
of NUREG/CR-7002 yes Sect 2.4should be used or a basis should be provided for othervalues.c. The study identifies assumptions for snow removal on N/A Part of Protective Action Decision processstreets and driveways, when applicable.
4.0 Development of Evacuation Times4.1 Trip Generation Timea. The process used to develop trip generation times should be yes Sect 5identified.
: b. When telephone surveys are used, the scope of the survey,area of the survey, number of participants, and statistical yes Appendix Brelevance should be provided.
: c. Data obtained from telephone surveys should besummarized, yes Appendix Bd. The trip generation time for each population group should be yes Sect 5developed from site specific information.
4.1.1 Permanent Residents and Transient Population
: a. Permanent residents are assumed to evacuate from their yhomes but are not assumed to be at home at all times. Trip yes Sect 5.4.1 Criterion Addressed in CommentsETE 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 usedto notify transients.
The trip generation time discusses any yes Sect 5difficulties notifying persons in hard to reach areas such ason lakes or in campgrounds.
: c. The trip generation time accounts for transients potentially returning to hotels prior to evacuating, yes Sect 5d. Effect of public transportation resources used during specialevents where a large number of transients are expected yes Sect 6.5should be considered.
: e. The trip generation time for the transient population shouldbe integrated and loaded onto the transportation network yes Sect 5with the general public.4.1.2 Transit Dependent Residents
: a. If available, existing plans and bus routes are used in theyeS ct53 a d et6.ETE analysis.
If new plans are developed with the ETE, they yes Sect 5.3 and Sect 6.8should 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 Section 6.8c. The number, location and availability of buses, and otherresources needed to support the demand estimation are yes Table 3-5provided.
: d. Logistical
: details, such as the time to obtain buses, briefdrivers and initiate the bus route are provided.
yes Sect 5.4.3, Sect 6.8e. Discussion should identify the time estimated for transitdependent residents to prepare and then travel to a bus yes Sect 6.8; means of travel to pick up points notpickup point, and describes the expected means of travel to addressed.
Transportation Assistance phone numbersthe pickup point, provided for the public.f. The number of bus stops and time needed to loadpassengers should be discussed.
yes Sect 6.8g. 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 personsincludes the time to mobilize ambulances or special yes Sect 5.3 and Section 6.8vehicles, time to drive to the home of residents, loading time,"4 Criterion Addressed in CommentsETE Analysis(Yes/No)and time to drive out of the EPZ should be provided.
: i. Information should be provided to support analysis of return yes Sect 6.8 (Return trips are not anticipated.)
trips, if necessary.
4.1.3 Special Facilities
: a. Information on evacuation logistics and mobilization timesshould be provided, yes Sect 6.8b. Discussion should be provided on the inbound and outbound yes Sect 6.8speeds.c. The number of wheelchair and bed-bound individuals shouldbe provided, and the logistics of evacuating these residents yes Sect 6.8 and Table A-4should be discussed.
: d. Time for loading of residents should be provided, yes Sect 6.8e. Information should be provided that indicates whether theevacuation can be completed in a single trip or if additional yes Sect 3.6 and Sect 6.8 Return trips are not anticipated trips are needed.f. If return trips are needed, the destination of vehicles should N/A Sect 3.6 and Sect 6.8 Return trips are not anticipated be provided.
: g. Discussion should be provided on whether special facilityresidents are expected to pass through the reception center yes Sect 5.4.3prior to being evacuated to their final destination.
: h. Supporting information should be provided to quantify thetime elements for the return trips, yes Sect 6.8.4.1.4 Schoolsa. Information on evacuation logistics and mobilization timesshould be provided, yes Sect 6.8b. Discussion should be provided on the inbound and outbound yes Sect 6.8speeds.c. Time for loading of students should be provided, yes Sect 6.8d. Information should be provided that indicates whether theevacuation can be completed in a single trip or if additional yes Sect 3.6 and Sect 6.8 Return trips are not anticipated trips are needed.e. If return trips are needed, the destination of school buses N/A Sect 6.8should be provided.
oup Sect 5.4f. If used, reception centers should be identified.
Discussion should be provided on whether students are expected to yes Sect 5.4.3pass through the reception center prior to being evacuated wo Criterion Addressed in CommentsETE Analysis(Yes/No)to their final destination.
: g. Supporting information should be provided to quantify the N/A Sect 6.8 Return trips are not anticipated.
time elements for the return trips. N/_et68_euntiproatcptd 4.2 ETE Modelinga. General information about the model should be provided yes Sect 5.5and demonstrates its use in ETE studies.b. If a traffic simulation model is not used to conduct the ETEcalculation, sufficient detail should be provided to validate N/A Traffic simulation model used.the analytical approach used. All criteria elements shouldhave been met, as appropriate.
4.2.1 Traffic Simulation Model Inputa. Traffic simulation model assumptions and a representative Sect 5.5set of model inputs should be provided.
yesb. A glossary of terms should be provided for the keyperformance measures and parameters used in the yes page vanalysis.
4.2.2 Traffic Simulation Model Outputa. A discussion regarding whether the traffic simulation modelused must be in equilibration prior to calculating the ETE yes Sect 5.5should be provided.
: b. The minimum following model outputs should be provided tosupport review: yes Sect 6, Table 7-1,Appendix C and Appendix D1. Total volume and percent by hour at each EPZ exitmode.2. Network wide average travel time.3. Longest Queue length for the 10 intersections with thehighest traffic volume.4. Total vehicles exiting the network.5. A plot that provides both the mobilization curve andevacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route thatexits the EPZ.c. Color coded roadway maps should be provided for varioustimes (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation yes Appendix Dscenario, identifying areas where long queues existincluding level of service (LOS) "E" and LOS "F" conditions, 0w Criterion Addressed in CommentsETE Analysis(YesINo)if they occur.4.3 Evacuation Time Estimates for the General Publica. The ETE should include the time to evacuate 90% and100% of the total permanent resident and transient yes Table 6-1 and Table 6-2population.
: b. The ETE for 100% of the general public should include allmembers of the general public. Any reductions or truncated yes Table 6-1 and Table 6-2data should be explained.
: c. Tables should be provided for the 90 and 100 percent ETEssimilar to Table 4-3, "ETEs for Staged Evacuation Keyhole,"
N/A Zone 1 extends to 5 milesof NUREG/CR-7002.
: d. ETEs should be provided for the 100 percent evacuation ofspecial facilities, transit dependent, and school populations.
yes Sect 65.0 Other Considerations 5.1 Development of Traffic Control Plansa. Information that responsible authorities have approved thetraffic control plan used in the analysis should be provided, yes Sect 7b. A discussion of adjustments or additions to the traffic control yes Sect 7plan that affect the ETE should be provided, 5.2 Enhancements in Evacuation Timea. The results of assessments for improvement of evacuation time should be provided, yes Sect 7b. A statement or discussion regarding presentation ofenhancements to local authorities should be provided.
5.3 State and Local Reviewa. A list of agencies contacted and the extent of interaction with yes Sect 2.2these agencies should be discussed.
: b. Information should be provided on any unresolved issuesthat may affect the ETE. yes No unresolved issues.5.4 Reviews and Updatesa. A discussion of when an updated ETE analysis is required to yes Sect 6.6be performed and submitted to the NRC.5.5 Reception Centers and Congregate Care Centera. A map of congregate care centers and reception centersshould be provided.
yes Host communities are shown in Figure 4-1b. If return trips are required, assumptions used to estimate N/A Return trips are not anticipated.
C Mretni times for buses should beDr~ovided
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_ _ __-_._'Technical ReviewerSupervisory Review\ateZ0\1&L-Pa U4-1-4ýDateýr 4.Zan-b.*. .--..r.............-.
Clinton Power StationEvacuation Time Estimates ARCADISInfrastructure Water Environment Buildings Imagine the resultEvacuation Time Estimates forClinton Power Station PlumeExposure Pathway Emergency Planning ZonePrepared for:Exelon Generation Warrenville, ILPrepared by:ARCADIS U.S., Inc.1 Executive DriveSuite 303Chelmsford Massachusetts 01824Tel 978.937.9999 Fax 978.937.7555 Our Ref.:B0033739.0001 Date:I August 2013 ARCADIS Executive SummaryExecutive SummaryThis report documents the Evacuation Time Estimate (ETE) study prepared by ARCADISI for the Clinton Power Station (Clinton Station or CPS) in rural DeWitt County, Illinois, about7 miles east of the city of Clinton.
The study reflects the current definition of theI Emergency Planning Zone (EPZ), which is the region within a nominal 10-mile distance ofCPS. The most recent previous study of evacuation time estimates for Clinton Station wasperformed in 2005. The present study was performed using population data from the 2010census.PTV VisionTM software was used to perform evacuation modeling for different scenarios.
The PTV Vision traffic simulation software package includes VISUM (macroscopic trafficsimulation) and VISSIM (microscopic traffic simulation).
VISUM is a comprehensive, flexiblesoftware system for transportation
: planning, travel demand modeling, and network datamanagement.
VISSIM is capable of performing detailed microscopic simulation of trafficand 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 anevacuation.
Roadway capacities were determined using NAVTEQTM digital data, updatedby ARCADIS based on actual road and intersection data collected in the field in 2011.Evacuees were generally assumed to proceed out of the EPZ via recommended evacuation routes and to make their way to designated reception centers after leaving theEPZ.The EPZ for CPS includes parts of four counties in Illinois (DeWitt, Macon, McLean, Piatt).The resident population of the Clinton EPZ is estimated at 12,511 permanent residents.
Based on housing data from the 2010 U.S. Census, there are fewer than 100 estimated seasonal (summer) residents in the EPZ. The 2010 U.S. Census data at block level wasused to determine population in each EPZ Sub-Area.
The transient population, which includes larger workplaces, recreational facilities, andmotels, was estimated at 3,325 persons for a winter weekday and 10,690 persons for asummer weekend day. The special facilities population, including nursing homes andhospitals, was estimated at 393 persons for weekday scenarios.
The estimated population of schools and day care centers for a winter weekday is 2,560, including children and staff.These population estimates include intrinsic double counting, as some persons in thetransient and special facility populations are also included in the permanent and seasonalresident counts. Thus, evacuation times using these population figures are considered conservative.
E-1 Q ARCADIS Executive SummaryVehicle demand for the resident population was developed based on estimated vehicleoccupancy, using data obtained from a telephone survey of EPZ residents.
The vehicleoccupancy factor estimated from survey responses is 1.86 persons per vehicle, whichrepresents 1.30 vehicles per household.
For the 2005 study, vehicle occupancy was 2.44persons per vehicle (one vehicle per household).
Vehicle demand for the transient population was estimated using vehicle occupancy factorsranging from 1.0 person per vehicle for the workforce population up to 3.0 persons pervehicle for some recreational areas. Vehicle demand for the school population was basedon bus occupancy of 55 students.
For nursing homes, vehicle occupancy is 20 persons perbus or van for residents, and two persons per ambulance for non-ambulatory patients.
Fornights and weekends, all facility staff would accompany patients; during weekdays, onevehicle per person was assigned for additional staff. Total vehicle demand for allpopulation categories ranges from 7,591 (winter weeknight) to 10,881 (summer weekday).
Vehicle demand was also assigned to account for the potential "shadow evacuation" of thepopulation residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population within this region is 16,586. It was assumed that 20% of the population in this region would evacuate.
The occupancy factor for EPZ residents (1.86 persons pervehicle) was applied to estimate vehicle demand for this population.
Shadow evacueesresiding outside the EPZ add vehicle demand of 1,783 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),
andsummer weekend cases under fair weather conditions.
The weekday daytime cases werealso evaluated for adverse weather conditions (snow and rain, respectively, for winter andsummer).
The Clinton Apple & Pork Festival was included as a Special Event scenario.
Simulations were also performed to assess the potential impact of population growth onpredicted evacuation times. This sensitivity analysis is used to define a threshold population figure that would trigger another ETE update study.I Evacuation time estimates for 90% of vehicles to depart from the designated evacuation zone are summarized in Table E-1, for zone 1 (which encompasses the area out to 5 milesI from the plant) and for the full 10-mile EPZ. The 90% evacuation times for all scenarios areunder 4 hours. The times to evacuate Zone 1 are 45 to 60 minutes shorter than times toevacuate the full EPZ. Results for "keyhole" evacuation scenarios (Zone 1 plus downwindzones to 10 miles) indicate that zone 7, which includes the city of Clinton, takes the longesttime to evacuate.
No significant traffic congestion in the EPZ is predicted for any scenarios.
The Apple & Pork Festival represents an estimated vehicle demand of up to 8,000 vehicles, in addition to normal weekend traffic.
An estimated 4,500 vehicles will use remote parkingE-2 0 ARCADIS Executive Summaryareas in the city center and at the high school, on the southwest side of Clinton.
These lotsare served by trams and shuttle buses. During an emergency evacuation, up to 5 hourswould be required before all vehicles are able to depart from the remote lots. Theestimated 90% ETE during the festival is 5 hours 5 minutes, almost double the weekendday ETE of 2 hours 40 minutes.
The ETE to evacuate 100% of the EPZ population duringthe festival is 11 hours.Table E-1: Evacuation Time Estimate Summary for Clinton Station EPZSummerWinterWeekend WeekendMidweek Daytime Daytime vening Midweek Daytime Daytime EveningI~Dytm MiweDDyieytime_
____ ____ _____Scenario:
(1) (2) (3) (4) (5) (6) (7) (8)Weather:
Normal Adverse Normal Normal Normal Adverse Normal NormalEvacuation 90% Evacuation TimeArea2&5-mile Zone 2:30 2:40 2:40 2:20 2:25 2:50 2:35 2:2510-mile EPZ 3:25 3:35 3:20 3:05 3:30 3:50 3:20 3:10100% Evacuation Time2&5-mile Zone I 4:00 4:15 4:00 4:00 4:05 4:35 4:00 4:1010-mile EPZ 1 4:40 4:55 4:30 4:20 4:45 5:15 4:25 4:35E-3 0 ARCADIS Table of Contents1. Introduction 1-11.1 General 1-11.2 Site Location and Emergency Planning Zone (EPZ) 1-21.3 Designated Reception Centers 1-31.4 Overview of Changes from Previous ETE Study 1-42. Methodology and Assumptions 2-12.1 Sources of Data and General Assumptions 2-12.2 Interaction with Agencies 2-42.3 Summary of Methodology for Traffic Simulation 2-42.4 Conditions Modeled 2-52.4.1 Week Day 2-52.4.2 Week Night 2-62.4.3 Weekend 2-62.4.4 Special Event Consideration 2-72.4.5 Sensitivity to Population Growth and Roadway Impact 2-73. Population and Vehicle Demand Estimation 3-13.1 Permanent Residents 3-13.1.1 Auto-Owning Permanent Population 3-23.1.2 Transit Dependent Permanent Population 3-23.2 Seasonal Residents 3-33.3 Transient Population 3-33.4 Special Facilities Population 3-43.4.1 Medical, Nursing Care and Correctional Facilities 3-43.4.2 Schools and Day Care 3-53.5 Emergency Response Planning Area Population Totals 3-53.6 Transportation Resources 3-64. Evacuation Roadway Network 4-1 ARCADIS Table of Contents4.1 Network Definition 4-14.2 Evacuation Route Descriptions 4-14.3 Characterizing the Evacuation Network 4-15. Evacuation Time Estimate Methodology 5-15.1 Evacuation Analysis Cases 5-15.2 Initial Notification 5-25.3 Transportation Dependent Population 5-25.4 Evacuation Preparation Times and Departure Distributions 5-35.4.1 Permanent and Seasonal Population 5-35.4.2 Transient Population 5-45.4.3 Special Facilities 5-45.5 Evacuation Simulation 5-65.5.1 General Structure 5-65.5.2 Simulation Process 5-76. Analysis of Evacuation Times 6-16.1 Evacuation Time Estimate Summary 6-16.2 Comparison with Previous Study 6-16.3 All Conditions 6-16.4 Staged Evacuation Scenarios 6-16.5 Special Event -Apple & Pork Festival 6-26.6 Sensitivity to Population Growth and Roadway Impact 6-26.6.1 Population Growth 6-26.6.2 Roadway Impact 6-36.7 Performance Metrics for Simulation Model 6-46.8 ETE for Transit Dependent, Special Facilities and Schools 6-47. Traffic Control and Evacuation Confirmation 7-17.1 General 7-1ii ARCADIS Table of Contents7.2 Evacuation Access Control Locations 7-17.3 Traffic Management Locations and Tactics to Facilitate Evacuation 7-18. References 8-1TablesTable E-1: Evacuation Time Estimate Summary for Clinton Station EPZ E-3Table 1-1: Permanent Resident Population in the Clinton Station EPZ 1-7Table 1-2: Designated Reception Centers for Evacuation 1-8Table 1-3: ETE Comparison 1-9Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 3-6Table 3-2: Transient Population and Vehicle Demand within the Clinton StationEPZ 3-7Table 3-3: Population and Vehicle Demand for Schools and Special Facilities inthe Clinton Station EPZ 3-8Table 3-4: Summary of Population and Vehicle Demand within the Clinton StationEPZ 3-9Table 3-5: Summary of Transportation Resources 3-10Table 4-1: Clinton Station EPZ Primary Evacuation Routes Out of EPZ 4-3Table 5-1: Potential Evacuation Areas for Clinton Station EPZ 5-2Table 6-1: Evacuation Times for General Population (90%) 6-6Table 6-2: Evacuation Times for General Population (100%) 6-7Table 6-3: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday,Normal Weather) 6-12Table 6-4: ETE for Special Facilities, Clinton EPZ (Full 10-mile EPZ, WinterWeekday, Normal Weather) 6-12Table 6-5: ETE for School and Daycare Facilities in Clinton EPZ (Full 10-mileEPZ, Winter Weekday, Normal Weather) 6-13Table 7-1: Predicted Queuing at Intersections (Full 10-mile EPZ, WinterWeekday, Normal Weather) 7-2iii ARCADISTable of ContentsFiguresFigure 1-1. Clinton Station EPZ AreaFigure 1-2. Resident Population by Sector within 15 Miles of Clinton Generating StationFigure 4-1. Clinton Generating Station Evacuation Roadway NetworkFigure 5-1. Departure Time Distributions for the Clinton Station EPZFigure 5-2. Evacuation Modeling and Simulation using PTV Vision SuiteFigure 6-1. Clinton Sensitivity of ETE to Population Growth (Winter Weekday,Normal Weather, Full EPZ)Figure 6-2. Clinton Predicted Traffic Volume by Link with US 51 SB Link Removed(Summer Weekday, Normal Weather, Full EPZ)Figure 6-3. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, WinterWeekday, Normal Weather)Figure 6-4. Comparison of Vehicle Mobilization and Departure Rates (totalvehicles 9,234)1-51-64-45-55-66-86-96-106-11Appendices ABCDTransient and Special Facility Population DataTelephone Survey of EPZ Residents Roadway Network Map and Data TableMaps of Average Speed by Hour on Clinton Road Network (WinterDay, Normal Weather, Full EPZ)iv CA ARCADISList of Acronyms and Abbreviations Table of ContentsADT Average daily trafficBAO ESRI Business Analyst OnlineCPS Clinton Power StationEAS Emergency Alert SystemEPZ Exposure Pathway Emergency Planning ZoneERPA Emergency Response Protection AreaETE Evacuation time estimateGIS Geographic information systemGPS Global Positioning SystemIEMA Illinois Emergency Management AgencyIPRA Illinois Parks and Recreation Association LOS Level-of-service NRC Nuclear Regulatory Commission PAR Protective Action Recommendation TAR Tone alert radiosWC wheelchair V
Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates
: 1. Introduction 1.1 GeneralEvacuation time studies analyze the manner in which the population within the PlumeExposure Pathway Emergency Planning Zone (EPZ) surrounding a nuclear power plantsite would evacuate during a radiological emergency.
Evacuation time studies providelicensees and State and local governments with site-specific information helpful forprotective action decision-making.
The studies estimate the time necessary to evacuatethe EPZ for a range of evacuation scenarios.
Analysis of the evacuation simulation results also identifies locations where traffic management and control measures canfacilitate the evacuation, and may identify unique evacuation constraints or conditions.
Estimates of the time required to evacuate from areas around nuclear power plant sitesare required for all operating plants in the United States. Federal guidance has beenprepared 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 Clinton Power Station(CPS) Plume Exposure Pathway EPZ in 2005 (Earth Tech, 2005). The guidancepresented in NUREG/CR-7002 indicates that the evacuation time estimates should beupdated as local conditions change, but at least once each decade, following release ofthe federal census. The current update study was prompted by the issuance of revisedETE guidance (CR-7002) and the availability of population data from the 2010 census.Census data indicate that the population residing within the EPZ for CPS decreased by319 between 2000 and 2010, which represents a 2.5% population change. (Population data are discussed further below in section 1.4.)The evacuation time estimates have been developed using current population, localroadway network characteristics and the PTV VisionTM traffic simulation software packageto 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, asoutlined in CR-7002.
These evacuation times represent the times required for completing the following actions:0 Public notification; 1-1 Exelon Generation V2 ARCADIS Clinton StationEvacuation Time Estimates
" Preparation and mobilization; and* Actual movement out of the EPZ (i.e., on-road travel time, including delaysassociated 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 toI update the existing ETEs for CPS. The emergency response plan is designed to protectthe health and safety of the public in the event that an evacuation is ordered as aprotective action in response to an accident at CPS.The Clinton Station site is located in Harp Township, DeWitt County, IL, about 7 mileseast of Clinton, IL. The plant location is shown in Figure 1-1.The plume exposure pathway emergency planning zone (EPZ) is the geographic areasurrounding a nuclear power plant within which the NRC requires advance planning forevacuation or other short-term protective actions in the event of a radiological emergency.
The Clinton Station EPZ consists of the area within an approximate 10-mile radius ofCPS. The EPZ includes part of four counties (DeWitt, Macon, McLean, Piatt). TheClinton Station EPZ is subdivided into a total of 8 Sub-Areas, or Emergency ResponseProtection Areas (ERPAs).
These ERPAs are the basic units for which protective actionrecommendations are issued. Sub-Area boundaries often follow geographic (township) boundaries, and reflect distance and direction from CPS. The distance ranges of concernare 0-2 miles, 2-5 miles, and beyond 5 miles. EPZ and ERPA boundaries are shown inFigure 1-1. Most of the EPZ population resides in DeWitt County. ERPAs 2 and 3 extendinto McLean County; ERPAs 3 and 4 extend into Piatt County; and ERPA 5 extends 1mile into Macon County. The ERPAs are described in more detail in Section 3.A listing of the 2010 permanent resident population by ERPA within the Clinton StationEPZ is shown in Figure 1-1. Table 1-1 compares the EPZ population from the 2010 andthe 2000 census. The EPZ is largely rural and sparsely populated, with a total population of 12,511 residents.
ERPA 7, which includes most of the city of Clinton, contains themajority of EPZ residents.
The population residing in the EPZ declined by 319 between2000 and 2010, a decrease of 2.5%. ERPA 7 lost 349 residents, while the adjacentERPA 6 gained 220. The rest of the EPZ experienced a small net loss, with small gainsor losses in individual ERPAs.1-2 Exelon Generation V ARCADIS Clinton StationEvacuation Time Estimates Clinton Lake, the cooling lake for CPS, extends east-west for 12 miles across the centerof the EPZ from east to west. The area in the immediate plant vicinity is sparselypopulated.
ERPA 1, which contains CPS, has 1,649 residents.
ERPA 1, the only Sub-Area within 5 miles of CPS, contains about 8% of the EPZ resident population.
Thezones beyond 5 miles contain over 90% of EPZ residents.
Because of the smallpopulation and few roads within 5 miles of the plant, this area is defined as a singleERPA. It is not sub-divided into a 0-to-2 mile zone and surrounding 2-to-5 mile zones, asstandard NRC guidance suggests.
NRC guidance also requires consideration of potential "shadow evacuation" of thepopulation residing immediately outside the EPZ, to a distance of 15 miles. Theestimated permanent resident population in the region surrounding the EPZ is 16,586.The area is sparsely populated; the largest villages are LeRoy (pop. 3,560) and Heyworth(pop. 2,841), both in McLean County. Shadow evacuees residing outside the EPZ addvehicle demand of 1,783 vehicles.
A map showing the population by distance anddirection sector within 15 miles of Clinton Station is provided in Figure 1-2. (Due toroundoff errors that propagate when sector boundaries cut across census blockboundaries, the population numbers disagree slightly between Figure 1-1 and Figure 1-2.(Figure 1-1 is more accurate for the EPZ population.)
1.3 Designated Reception CentersThe Clinton Station emergency response evacuation plan directs residents ofcommunities within the EPZ to evacuate to specified reception centers.
If evacuation isinitiated while schools are in session, students will be transported directly to designated reception
: centers, and families are instructed to meet up with the students at thoselocations.
The designated receiving communities for ERPAs within the Clinton Station EPZ areChampaign, Decatur and Normal, IL. The preferred reception community for each ERPAis listed in Table 1-2. (Some ERPAs may evacuate differently, depending upon theprevailing wind direction.)
The roadway network used to develop evacuation timeestimates includes the major roadways recommended to the public as evacuation routesfrom individual communities to designated reception centers.
The roadway network isdesigned to utilize all available major roadways, with traffic flow directed radially outwardfrom CPS toward the EPZ boundaries.
The roadway network is described in detail inSection 4.1-3 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates 1.4 Overview of Changes from Previous ETE StudyThe changes in residential population within the EPZ are summarized in Table 1-1. Therevised NRC guidance and newly acquired data led to a number of other changes in theETE methodology and assumptions.
Table 1-3 provides a summary comparing the mainfeatures and assumptions of the current study to the 2005 ETE study. The telephone survey of EPZ residents provides a new basis for estimating vehicle occupancy anddeparture times, while new NRC guidance has specified different assumptions regarding background and "shadow" traffic.
The ETE methodology and assumptions for the currentstudy are discussed in greater detail in following sections of the report.The revised vehicle occupancy for residents (1.86 persons per vehicle, based on survey),revised departure times for schools and special facilities (no "early warning")
and therevised departure time curves for residents (based on survey responses and estimated time for warning diffusion) are expected to have the greatest influence on estimated evacuation times. The "shadow evacuation" adds vehicle demand of 1,783 vehicles in thearea immediately outside the EPZ. Each of these issues is discussed in detail infollowing sections of the report.1-4 SBWilson(55)Rutledge(52)Rutledge(81)Willson(84)RutledgeDo Witt(114)Ci~ntonia (7832)HarDo WItt(331)DO Witt(34)ERPA12345678TOTAL:2010Population 1,6492073241581701,2277,83294412,511creakNixon(482)Texas(1227)creek(84)LegendX Clinton Plant0 2 4MilesQ ~ARICADIS EXO GEEATO
-88.834167 140.172083 DISTANCE POPULATION DISTANCE POPULATION EPZ 1 9 NAEPZ 2 59 NAEPZ 3 344 NAEPZ 4 337 NAEPZ 5 311 NAEPZ 6 1,191 NAEPZ 7 4,279 NAEPZ 8 4,274 NAEPZ 9 778 OUT 9 2EPZ 10 533 OUT 10 90EPZ 11 258 OUT 11 1,609EPZ 12 109 OUT 12 4,720EPZ 13 6 OUT 13 6,324OUT 14 2,171OUT 15 1,692EPZ TOTAL: 12,488 EPZ-15 TOTAL 16,608TOTAL POPULATION:
29,096NOTE:* EPZ total population varies from 2011 draft report totals byless than1% due to the rounding of population calculations from additional block processing.
* Plant to 1 mile population not summarized in any sector direction OpeW sree IhUp 5 ý,Wg so.rc: Arfl5 On,. Seno. A-o. 4
-Am=005 ThW kA RC w w .wdWo n Oft -00* POF%~AIKAISI EXLO GEEATO Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates Table 1-1: Permanent Resident Population in the Clinton Station EPZCensus Census PercentCounty Subdivision (township) 2000a_ 12010b Change1 (2-mi, 5-mi) Harp (all); Wilson, Rutledge, Creek, Nixon (part of each) 1,595 1,6492 (10-mi) Wilson, Rutledge, Downs, Empire (part of each) 211 2073 (10-mi) Rutledge, Empire, DeWitt, Santa Anna, Blue Ridge (part of each) 477 3244 (10-mi) DeWitt, Santa Anna, Nixon, Goose Creek (part of each) 174 1585 (10-mi) Creek, Nixon, Friends Creek (part of each) 181 1706 (10-mi) Texas township (part) 1,007 1,2277 (10-mi) Clintonia township 8,181 7,8328 (10-mi) Wapella township 1,004 944Clinton Station EPZ Total 12,830 12,511 -2.5%Sources:
a) 2000 census data from 2005 ETE study reportb) 2010 census data (block level)1-7 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation ERPAs Receiving Community ERPA 1 Normal, Champaign, or Decatur.ERPA 2 Normal or Champaign.
ERPA 3 Champaign.
ERPA 4 Champaign.
ERPA 5 Decatur.ERPA 6 Decatur.ERPA 7 Decatur or Normal.ERPA 8 Normal.1-8 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 1-3: ETE Comparison ETE Element 2005 ETE Study Current StudyPermanent Residents
-Total population
-12,830 -12,511-Vehicle occupancy
-2.44 (one vehicle per -1.86(persons per vehicle) household).
Transit dependent Evacuation of transit dependent
-250 persons, 25 non-ambulatory
-Population estimate population was not addressed in 2 bes-Number of buses 2005 study 11 buses-Number of ambulances 5 ambulance, 5 wheelchair busTransient facilities winter day/summer weekend)
(winter day/summer weekend)-Estimated population
-3,639/15,676
-3,325/10,690
-Vehicle demand -2,423/5,308
-2,128/3,788
-Adjust for double-count
-No adjustment
-No adjustment Special facilities (winter weekday)
(winter weekday)-Estimated population
-308 -393-number bus, van -14 bus/van -12 bus/van-Ambulance, other -18 ambulance
-5 ambulances, 3 wheelchair busSchools (winter weekday)
(winter weekday)-Population (includes staff) -3,076 -2,560 (day care included)
-Number of buses -48 bus/van -42 bus/8 vanBackground traffic None Average traffic by time of dayShadow evacuation None 20% of resident population outside(assumed basis) designated zonesSpecial event(s)
Apple & Pork Festival Apple & Pork FestivalScenarios Winter weekday -Weekday (winter, summer)Winter weeknight
-Weeknight (winter, summer)Summer weekend -Weekend (winter, summer)Both normal and adverse weather -Adverse weather weekday onlyfor all three cases -Staged evacuation (weekday)
Adverse weather Snow for winter, rain for summer Snow for winter, rain for summerEvacuation model name NetVac2 PTV Vision VISUM 11.5, VISSIM 5.3and versionDeparture times -Residential based on literature
-Warning based on literature
-Transient based on literature
-Residential based on survey-Specials based on notification
-Transient based on surveyat alert -Specials notified with publicEvacuation times Estimates provided for primarily Estimates provided for 90 and 100%for 100%1-9 Exelon Generation ARCADIS Clinton StationEvacuation 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 developthe 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 UnitedStates Census Bureau data on housing units. Census data identify the number ofseasonal housing units (vacant housing units for "seasonal or occasional use") atdifferent geographic levels (e.g., by township, census tract, block group, block). Aconservative 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 thefacility list from the 2005 study report. ARCADIS conducted internet searches andtelephone surveys to estimate facility employment and staffing levels for different scenarios.
Only facilities with potential staffing level of at least 50 persons per workshift were pursued." Information relating to hotels, motels and recreational facilities was obtained fromtourism websites, 2011 AAA TourBook
: listings, and the 2005 study report. Forparks, visitation information was obtained from state park agencies.
" Current population estimates for schools were obtained primarily from countyemergency response
: agencies, plus enrollment information available on theinternet.
* Lists of hospitals, rest homes and incarceration facilities were obtained from eachcounty emergency management agency.* The staffing levels at CPS reflect estimated peak personnel onsite during outageconditions.
These data were provided by Exelon Generation.
2-1 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates
" Initial estimates of roadway characteristics were obtained from the NAVTEQdatabase.
Roadway geometric and operational data were compiled based on fieldsurveys 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 roadwaynetwork.
It was assumed that access control would be established within 2 hoursfollowing the public notice to evacuate.
* Preparation and mobilization times for the permanent resident population weredeveloped based on the results of a telephone survey, combined with published time estimates for warning diffusion.
The survey provided estimates of the time todepart from home following notification, and commuting times for household members who would return from work before departing.
Median departure timesfor residents are longer than the times assumed in the previous study.* Departure times for transient facilities were estimated assuming relatively promptevacuation of most workplaces and recreational facilities once notification isreceived.
The distribution of departure times also reflects information gatheredfrom the telephone survey of EPZ residents, as discussed in Section 3." The evacuation time estimates represent the time required to evacuate the ClintonStation EPZ and designated analysis areas and include the time required for initialnotification.
I
* Evacuation time estimates are presented for 90% and 100% of evacuating vehicles.
It is assumed that all persons within the EPZ area will evacuate.
For the100% evacuation time, evacuation of the EPZ will be considered complete after allevacuating vehicles are outside of the EPZ or analysis area." The general public will evacuate using designated evacuation routes and willproceed to the reception centers listed in Table 1-2 after leaving the EPZ. Whenschools are in session, children attending school will be transported directly todesignated reception centers." It is assumed that existing lane utilization will prevail during the course of theevacuation.
Traffic control signals will be over-ridden or converted to flashingmode as necessary to give preference to flow on all major outbound roadways.
It2-2 Exelon Generation ARCADIS Clinton StationEvacuation 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 rangeof conditions, per guidance presented in CR-7002.
These cases have beenchosen 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 holidayparades and sporting events occurring within the EPZ were considered, based oninput from state and county agencies.
The Clinton Apple & Pork Festival waschosen for a Special Event scenario.
* Vehicle occupancy rates used for the various population categories are as follows:-Permanent residents
-1.86 persons per vehicle, based on telephone surveyresults-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 pervehicle at visitor centers and museums.-Schools -55 students and 3 staff per bus; one vehicle per additional staffperson.-Hospitals/Nursing Homes/Correctional Facilities
-2 persons perambulance/medical van for non-ambulatory patients and 20 people per bus orvan for ambulatory residents.
-Transit dependent general population
-20 persons per bus for ambulatory residents, 2 per ambulance or 3 per wheelchair (WC) bus/van for non-ambulatory.
The transit dependent population will be evacuated by bus or ambulance throughefforts coordinated by state and municipal emergency preparedness officials.
2-3 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates Adverse weather refers to moderate to heavy rainstorms for summer conditions, and a moderate snowstorm for winter conditions.
2.2 Interaction with AgenciesEmergency management agencies responsible for planning and implementing theemergency 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 DeWitt, Macon, McLean and PiattCounties were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to evacuate special facilities, and thetransit dependent general public. IEMA specifically recommended consideration of theApple & Pork Festival as a Special Event; the Police Department of Clinton, IL providedinformation on attendance and traffic management for the festival.
The Illinois Parksand Recreation Association (IPRA) list of special and transient facilities for all sixExelon nuclear stations in Illinois was provided to ARCADIS by Exelon. IEMA and thecounty agencies reviewed the draft report and the facility databases used in this study.Representative background traffic volumes for the EPZ roadway network wereobtained from state and county transportation agencies.
2.3 Summary of Methodology for Traffic Simulation The evacuation time estimates developed for the Clinton Station EPZ are based upona 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 withincertain 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 tripgeneration time consists of two main components:
warning diffusion time andmobilization time. Warning diffusion time is the time it takes for people to receive anemergency notification.
The type of warning systems employed in the EPZ, such asemergency alert system (EAS), sirens, and tone alert radios (TARs) affects thedistribution of warning times. Availability of more waming systems leads to fasterwarning diffusion to the public.2-4 Exelon Generation ARCADIS Clinton StationEvacuation 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 developcomposite loading distribution or trip generation curves for different population segments.
Trip generation times for transit dependent facilities, special facilities andschools were developed separately from those for the general public.2.4 Conditions ModeledPursuant to the guidance in CR-7002 and NUREG-0654, Rev. 1, evacuation timeestimates have been prepared for a range of temporal, seasonal and weatherconditions.
Estimates have been prepared for weekday, weeknight and weekendscenarios during winter and summer. All scenarios are simulated with fair weatherconditions; weekday scenarios are also simulated assuming adverse weather.
Fairweather refers to conditions where roadways are clear and dry, and visibility is notimpaired.
Adverse weather during summer periods is defined as heavy rain, withimpaired visibility; roadway capacities are reduced by 10% and speeds are reduced by15%. 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 DayThis situation represents a typical weekday period with the work force is at a fulldaytime level. During winter, schools are in session.
Vehicle demand estimates forweekday scenarios reflect the following conditions:
* Most permanent residents within the EPZ will evacuate from their places ofresidence;
" Major work places are fully staffed at typical daytime levels;* CPS employment is at an estimated peak daytime level, representative ofoperation during outage conditions;
* Schools and daycares are at current enrollment; 2-5 Exelon Generation ARCADIS Clinton StationEvacuation 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 NightThis situation reflects a typical night period when most permanent residents are homeand the work force is at evening shift level. Assumptions on the population levels forthis condition include the following:
* Permanent residents within the EPZ will evacuate from their places of residence;
* Major work places are at typical evening levels;* CPS employment is at an estimated peak night-time level; and" Day schools and daycares are closed;" Hospitals and nursing homes are at current enrollment or typical occupancy, andstaffing 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 WeekendThe weekend scenario represents a daytime period when most residents are at homeand 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 Va ARCADIS Clinton StationEvacuation 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 Based on discussions with the Illinois Emergency Management Agency and countyagencies, the event that draws the largest traffic volume and poses the greatestchallenge for evacuation of the EPZ for the Clinton EPZ was identified as the Apple &Pork Festival, which is held every September in the city of Clinton.
A Special Eventscenario based on the summer weekend scenario was developed to assessevacuation times for this event. Details are discussed in Section 6.5.2.4.5 Sensitivity to Population Growth and Roadway ImpactAdditional 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 growthanalysis is used to determine how rapidly the ETE would increase as the residentpopulation in the EPZ is increased.
For the roadway impact scenario, a major evacuation route is removed or reduced incapacity.
Specifically, one of the five highest volume roadways is removed fromservice, or capacity is reduced by one lane (for a multi-lane, limited-access roadwaysuch as an interstate highway).
A more detailed description of the sensitivity analysisis provided in Section 6.6.2-7 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates
: 3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Clinton Station EPZ consisted oftwo 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 theappropriate number of vehicles for each of the population categories.
Federalguidance (CR-7002) indicates that three population categories should be considered:
permanent residents, transients, and persons in schools and special facilities (such asmedical facilities/
nursing homes, and day care facilities).
The methodology used to develop the total population and vehicle demand estimates within the Clinton Station EPZ incorporates intrinsic double counting.
For example, aportion of the identified employees and visitors to recreational areas are alsopermanent residents within the EPZ. In addition, school children are counted in theresident population, but are also counted in the special facility population.
Whilepopulation 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 aresummarized below.3.1 Permanent Residents Permanent residents are those persons identified by the census as having apermanent residence within the EPZ. The Census 2010 population data for censustracts, block groups and blocks were used to determine the permanent residentpopulation 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 ondetailed census block maps.An estimated 12,511 persons reside permanently within the Clinton Station EPZ.Table 3-1 presents the resident population and vehicle demand by Sub-Area.
TheEPZ Sub-Areas are defined based on distance and direction from CPS, and generally follow geographic (township) boundaries.
The 5-mile ERPA 1 consists of HarpTownship, plus parts of five adjacent townships in DeWitt County. The 10-mile ERPA 2includes part of Wilson and Rutledge Townships, plus part of Downs and EmpireTownships in McLean County. ERPA 3 includes part of five townships in threecounties.
ERPA 4 includes the southeast corner of DeWitt County, and extends southand east into Piatt County. ERPA 5 includes part of Nixon and Creek Townships, and aone-mile wide strip in Macon County. ERPAs 6, 7 and 8 form the west side of the3-1 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates EPZ. The city of Clinton, in ERPA 7, is the only significant municipality in the EPZ.Over 90% of the population resides more than 5 miles from CPS.A telephone survey of EPZ residents was conducted to obtain information relating tohow many vehicles residents would use to evacuate and how long it would take themto depart following notification.
The survey questionnaire and a summary of surveyresults 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 agedistribution of the EPZ, the estimated occupancy factor is 1.86 persons per vehicle,which corresponds to 1.30 vehicles per household.
Total vehicle demand for EPZresidents for all scenarios is 6,726. "Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of CPS adds vehicle demand of another 1,783vehicles.
For the 2005 ETE study, evacuation times were determined for vehicle demandassumption of one vehicle per household, or 2.44 persons per vehicle, for permanent residents.
3.1.2 Transit Dependent Permanent Population Emergency response plans specify that the transit dependent population will receivetransportation assistance.
Provisions for evacuating transit-dependent members of thegeneral 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 was based on NRC guidance and results of the telephone survey. The NRC guidance in CR-7002 sets a target range between 1.5% and 5%.That population size is much higher than the number who have self-identified inadvance.
Based on telephone survey results, about 4% of households (with phones)had either no vehicle or no licensed driver. NRC guidance (CR-7002) indicates that upto half of residents without an available vehicle plan to evacuate with friends orneighbors.
ETE estimates are based on evacuation of 250 transit dependent residents, representing 2% of the population.
Based on estimates provided by countyagencies, this population includes up to 25 non-ambulatory residents.
3-2 Exelon Generation V2 ARCADIS Clinton StationEvacuation Time Estimates Individuals requiring transit from reception centers to congregate care centers will betransported in a separate set of vehicles from those designated to transport the transitdependent and special facilities out of the EPZ.3.2 Seasonal Residents The seasonal population category addresses those who reside in the EPZ on atemporary basis, particularly during the summer period. The 2010 U.S. Census ofPopulation and Housing reports the number of vacant households classified as "forseasonal or occasional use". Census data identified less than 50 such housing units inthe Clinton Station EPZ, and less than 10 in any ERPA. These low numbers indicatethat the number of seasonal residents in the Clinton EPZ is not significant, relative tothe permanent resident population.
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 wereidentified using ESRI Business Analyst Online (BAO). BAO is a web-based analytical and mapping tool that facilitates location-specific queries about business anddemographic data. Data available on BAO includes information on business locationand number of employees.
ESRI extracts business data from a comprehensive list ofbusinesses (over 12 million U.S. businesses) licensed from Infogroup.
ARCADIS usedBAO to search for all employers with 50 or more employees located within an 11-mileradius of CPS. CR-7002 recommends consideration of "large employers" with 50 ormore employees on a single shift.The list from BAO was screened to eliminate businesses where workers do not remainon-site (e.g., transportation and trucking companies, construction,
: realtors, homehealth care). Employment at schools and special facilities (e.g., hospitals, nursinghomes) is generally tracked as part of the special facilities database.
The reduced listwas then reviewed to exclude facilities located outside the EPZ, and to determine theERPA for those located in the EPZ. The new list of employers was compared to the listfrom the 2005 study and the IPRA Special Facilities list provided by IEMA.Telephone calls were made to selected large employers to verify employment numbersand to estimate staffing levels during weekday, weeknight and weekend periods.
Theresults from those calls confirmed that BAO listings provided accurate locations andcurrent, reliable employment numbers for most establishments.
Workforce numbers for3-3 Exelon Generation V ARCADIS Clinton StationEvacuation Time Estimates CPS were provided by Exelon Generation and reflect the peak work force duringoutage conditions.
Numbers of units and campsites for motels and recreational areas were obtained fromthe TripAdvisor
: website, the 2011 AAA TourBook for Illinois, and from state and countytourism websites.
Seasonal occupancy was estimated based on capacity figures (e.g.,number of campsites) and a telephone survey of selected facilities.
State and localparks 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 formost work places. For the hotel/motel and recreational populations, it was assumedI that there would be 1.0 vehicle (1 to 2 persons) per hotel/motel unit, and 1.0 vehicle (3to 4 persons) per campsite.
For parks, visitation numbers were generally obtained asnumbers of vehicles, and an occupancy factor of 3.0 persons per vehicle wasassumed.
For museums and visitor centers, 1.5 persons per vehicle was assumed.Campgrounds were assumed to be fully occupied during summer. Motels wereassumed to be fully occupied for all scenarios.
Table 3-2 presents a summary of the transient population by Sub-Area for eachscenario.
The largest employer in the Clinton EPZ is Exelon (at CPS), and recreational facilities center around Clinton Lake. ERPA 1 therefore has the largest population andvehicle demand from transient facilities.
Population data and vehicle demandestimates for the transient population
: segment, including the work force, hotels andmotels, and recreational areas are presented by facility in Appendix A.3.4 Special Facilities Population The special facility population segment includes persons in schools, hospitals, nursinghomes and correctional facilities who will require transportation assistance during anevacuation.
Most of these facilities are located in Clinton (ERPA 7 and 6). The specialfacilities population is summarized by ERPA in Table 3-3, with data by facility inAppendix A.3.4.1 Medical, Nursing Care and Correctional Facilities One hospital, two nursing homes and one home for the developmentally disabled arelocated in the EPZ. The DeWitt County jail is also located in Clinton.
Vehicleoccupancy for nursing home patients is two non-ambulatory patients and one staff perI ambulance, 3 patients and 1 staff per WC bus, 20 residents or patients plus 3 staff per3-4 Exelon Generation Va ARCADIS Clinton StationEvacuation Time Estimates vehicle (bus or van) for ambulatory
: patients, plus one vehicle per staff person whodoes not evacuate with patients.
Prisoners will evacuate via bus (20 prisoners and 2guards per bus).3.4.2 Schools and Day CareEight (8) public schools, one private school and three pre-school/daycare facilities havebeen identified within the Clinton Station EPZ, with a total population of 2,426 studentsand staff. None of the identified schools is residential, so students are only present onweekdays during the school year. Vehicle occupancy for public schools is based on 58persons (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.
Three licensed child care (large daycare) facilities were identified in the EPZ, with anestimated daytime population of 134. Facilities were identified from internet listing oflicensed childcare establishments.
The population estimates represent the licensedcapacity of each facility.
Smaller home-based daycare facilities (capacity 10 or less)were not tabulated; those facilities contribute little vehicle demand beyond thatassigned to EPZ residents.
3.5 Emergency Response Planning Area Population TotalsPopulation 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 foreach analysis case discussed in Section 6 of this report.The largest population and vehicle demand in the Clinton Station EPZ are located inERPA 1 and 7 for all cases. As noted above, ERPA 1 has the highest population andvehicle demand for transient facilities, while ERPA 7 has the most permanent residents and special facilities.
The differences in vehicle demand between the Weekday,Weeknight and Weekend scenarios (summer and winter) are relatively large, reflecting the dominant role of recreation (summer peak) for this EPZ. Total vehicle demand forthe EPZ is 50% higher for the summer weekday scenario, compared to the winterweekend scenario.
The vehicle demand listed in Tables 3-2, 3-3 and 3-4 reflects thedata used as input for the ETE traffic simulations.
3-5 ARCADIS3.6 Transportation Resources The estimated inventory of transportation resources available to support evacuation ofspecial facilities and residents for the Clinton 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 identified vehicle demandin Table 3-5. The number of available vehicles in each category (bus, WC bus or van,ambulance) is more than sufficient to evacuate facilities and EPZ residents in a singlewave.Exelon Generation Clinton StationEvacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ SubareaPerma~nent VehilelSub-Area Distan~ce Resident Dmn___________Population 1 2- and 5-mile 1,649 8872 1 0-mile 207 1113 10-mile 324 1744 1 0-mile 158 855 10-mile 170 916 1 0-mile 1,227 6607 10-mile 7,832 4,2118 1 0-mile 944 508EPZ total 12,511 6,7263-6 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Clinton Station EPZPopulation VehiclesSub-Area Winter Summer Winter SummerDay Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend1 2,275 625 1,630 6,085 2,110 8,065 1,425 355 585 2,695 850 2,7302 0 0 0 0 0 0 0 0 0 0 0 03 150 0 450 45 0 45 50 0 150 15 0 154 0 0 0 0 0 0 0 0 0 0 0 05 0 0 0 0 0 0 0 0 0 0 0 06 300 228 600 1,410 816 1,710 100 76 200 500 272 6007 600 412 337 750 525 450 553 353 278 603 378 3038 0 0 0 420 420 420 0 0 0 140 140 140EPZ total 3,325 1,265 3,017 8,710 3,871 10,690 2,128 784 1,213 3,953 1,640 3,7883-7 Q ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Clinton Station EPZPopulation VehiclesSub-Area Winter -umme Winter SummerSDay Night Weekend iDay:.. Night Weekend Day Night Weekend Day Night Weekend1 0 0 0 0 0 0 0 0 0 0 0 02 0 0 0 0 0 0 0 0 0 0 0 03 0 0 0 0 0 0 0 0 0 0 0 04 88 0 0 0 0 0 10 0 0 0 0 05 0 0 0 0 0 0 0 0 0 0 0 06 0 0 0 0 0 0 0 0 0 0 0 07 2,865 287 287 507 283 283 502 81 81 202 81 818 0 0 0 0 0 0 0 0 0 0 0 0EPZ total 2,953 287 287 507 283 283 512 81 81 202 81 813-8 0 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand within the Clinton Station EPZPopulation VehiclesSub-Area Winter Summer Winter Summer____Day Night Weekend 'Day Night Weekend Da Nih Weekend Day. Night Weekend1 3,924 2,274 3,279 7,734 3,759 9,714 2,312 1,242 1,472 3,582 1,737 3,6172 207 207 207 207 207 207 111 111 111 111 111 1113 474 324 774 369 324 369 224 174 324 189 174 1894 246 158 158 158 158 158 94 85 85 85 85 855 170 170 170 170 170 170 91 91 91 91 91 916 1,527 1,455 1,827 2,637 2,043 2,937 760 736 860 1,160 932 1,2607 11,297 8,531 8,456 9,089 8,640 8,565 5,266 4,645 4,570 5,015 4,670 4,5958 944 944 944 1,364 1,364 1,364 508 508 508 648 648 648EPZ total 18,789 14,063 15,815 21,728 16,665 23,484 9,366 7,591 8,020 10,881 8,447 10,595Population numbers reflect some double-counting between categories (residents, workforce,
: schools, etc.).3-9 0 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 3-5: Summary of Transportation Resources County or Municipality Bus Van WC Bus/Van Ambulance DeWitt County 23 9 1 4Decatur 86 6 12Champaign 10Bloomington 185 27 7Total Available 294 9 34 33Identified Vehicle NeedSchools and Day Care 42 8Special Facilities 12 3 5Transit Dependent Public 11 5 5Total Identified Need 65 8 8 103-10 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates
: 4. Evacuation Roadway Network4.1 Network Definition In order to estimate evacuation times for the Clinton Station EPZ, an evaluation of theroadway network likely to be used by departing vehicles was undertaken.
ARCADISrelied 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;* A field survey of the roadways in the Clinton 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 usingavailable roadways.
The network relies primarily on the evacuation routings depictedin the public information brochure.
Descriptions of the primary evacuation routes fordifferent geographic areas within the EPZ are outlined in Table 4-1.4.3 Characterizing the Evacuation NetworkRoadway characteristics such as roadway class, number of lanes, lane and shoulderwidth, speed limit, lane configuration near intersections, and traffic control are keyfactors in determining how fast an evacuation can be completed.
These roadwayattributes 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 roadwaysegments and intersections.
LOS A represents free-flow conditions, and LOS Frepresents force or breakdown flow conditions.
ARCADIS used NAVTEQTm roadway data with detailed information, including localstreets, to build the evacuation roadway network for the study. NAVTEQ data wasimported into geographic information system (GIS) software (ESRI ArcGISTM) forconducting field surveys to verify evacuation roadway segment attributes.
Theinformation provided in the public information brochure for the site was used tohighlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global 4-1 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates Positioning System (GPS) tool that allows field personnel to record observations in anefficient and effective manner. The evacuation
: network, including traffic controls, wasverified to a 15-mile radius from the plant, and along designated routes to thereceptions centers.
Once the NAVTEQ data was verified through the field survey, theevacuation roadway network was transferred to the traffic simulation software VISUMfor modeling different evacuation scenarios.
Having accurate traffic control information is important to accurately estimateevacuation 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 changingI vehicular demand. In general, the emergency response plans for Clinton Station callfor signal override, i.e., signals set to flashing to give priority to outbound travel ondesignated evacuation routes. Traffic control information is coded as part of theevacuation network database.
Background and pass-through traffic in the EPZ could account for significant number ofvehicles and could influence evacuation depending on the direction of travel. Asrecommended in CR-7002, average daily traffic (ADT) volumes, representative oftypical background levels, were obtained from state and county transportation agencies.
During the simulations, background traffic will be included during the initial 2hours of the evacuation
: scenario, up to the time when access control is established toprevent 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 roadwaysegment, such as link number, number of lanes, speed limit, length, and roadway typeare also tabulated in Appendix C, and traffic controls are listed for each intersection.
4-2 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 4-1: Clinton Station EPZ Primary Evacuation Routes Out of EPZEPZ Sub-Areas Evacuation RoutesERPA 1: (0-5 mi) Co. Hwy. 10 West to US 51 North or IL 54 West to US 51 North to Normal;IL 54 East to 1-74 East to Champaign; Co. Hwy. 15 West to US 51 South to Decatur.ERPA 2 US 136 West to US 51 North to Normal;US 136 East to 1-74 East to Champaign.
ERPA 3 US 136 East to 1-74 East, or IL 54 East to 1-74 East, or IL 10 East toChampaign.
ERPA 4 IL 10 East to Champaign.
ERPA 5 US 51 South or IL 48 South to Decatur.ERPA 6 US 51 South to Decatur.ERPA 7 US 51 South to Decatur;US 51 North to Normal.ERPA 8 US 51 North to Normal.4-3 IN-- -Mc C.-i,,2Ontv De, V.- C -tWaynesvllle To ChMP14"LegendStation LocationA Reception Community Emergency Evacuation Route[] ERPA DivisionInterstate
& US Highways-- Major Roads7/I7b Ctuuspatgn Minor Roads510CiscoI IMUMIVesdaleI EXELON GENCLINTON GENERATING STATION EVACUATION ROADWAY NETWORKPath: U: pWQM*MPAZMZU~Ov WnRawyNhk U:Wp*ýZ.OW.AdpD.M2O2 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates
: 5. Evacuation Time Estimate Methodology 5.1 Evacuation Analysis CasesTime estimates have been prepared for a general evacuation scenario for each ofthese 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 zoneplus 2-5 mile or 0-5 mile plus 5-10 mile downwind zone). The partial-EPZ evacuation areas for CPS are reproduced in Table 5-1, based on the Protective Action Response(PAR) chart. Separate simulations may not be necessary for each of the areas listed inTable 5-1. ETE estimates will generally be controlled by whether one or two criticalSub-Areas (e.g., ERPA 7) are included.
Enough cases will be run to ensure thatrepresentative ETE estimates are obtained for all potential scenarios.
For all partial-EPZ evacuation cases, "shadow" vehicle demand (20% of residents) isassigned to all Sub-Areas which are not included in the evacuation region, in additionto the region outside of the EPZ.Time estimates were also determined for a Special Event scenario, the Apple & PorkFestival, as discussed below in Section 6.5. For this scenario, the entire EPZevacuates, with vehicle demand from the Festival added to the Summer Weekendcase.5-1 V2 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 5-1: Potential Evacuation Areas for Clinton Station EPZDistance Wn Directio Z~one 02) Zonies (2-5) Zones (5-10)(from) __ _ _ _ _ _ _ _0 -2 mile All 1 10 -5 mile All 1 10- 10 mile 021 to 048 1 1 5,6049 to 066 1 1 6067 to 090 1 1 6,7091 to 094 1 1 7095 to 132 1 1 7,8133 to 157 1 1 8,2158 to 196 1 1 2197 to 228 1 1 2, 3229 to 251 1 1 3252 to 281 1 1 3, 4282 to 308 1 1 4309 to 338 1 1 4,5339 to 020 1 1 5Entire EPZ All 1 1 2, 3, 4, 5, 6, 7, 85.2 Initial Notification The EPZ surrounding CPS has an outdoor siren notification system consistent with therequirements of NUREG-0654, Rev. 1/FEMA-REP-1 Appendix
: 3. This system will beused by state and local officials to alert the population to turn on their radios andtelevision sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages willcommence on the designated television and Emergency Alert System (EAS) radiostations 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 orinstructional message.
If evacuation is deemed necessary, the timing of the order toevacuate 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 totransportation, as well as those requiring special transportation assistance.
5-2 SARCADIS Exelon Generation Clinton StationEvacuation Time Estimates Transportation dependent persons will be notified of a protective actionrecommendation in the same manner as the general public. If evacuation isrecommended, persons needing transportation assistance will be informed through theEAS to contact the appropriate officials for assistance.
Evacuees who do not haveaccess 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 initialnotification period. Accordingly, in the model simulations, vehicles will begin toevacuate at 15 minutes following the initial notification.
After the initial 15-minute timeperiod, vehicles are loaded at a linear rate over each 5-minute time interval, inaccordance with the network loading distributions for each population type. ForI example, if 2% of 2500 vehicles (50 vehicles) are to be loaded at a specific locationover a 5-minute period, PTV Vision will load 10 vehicles per minute at that locationduring the specified interval.
Network loading distribution assumptions for thepermanent population, transient population, and special facilities are based on theanticipated response of different population sectors to an evacuation order.Mobilization times for residents and workers reflect the data acquired by the telephone survey of EPZ residents, and are consistent with published data from actual historical events (ORNL, 1990). Loading distributions are explained below, and summarized inFigure 5-1.5.4.1 Permanent and Seasonal Population Permanent and seasonal residents with access to automobiles will take varyingamounts 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 requiretransportation assistance.
In addition, actual departure and preparation times mayvary 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 hoursover which the permanent residents would begin to evacuate.
That is, permanent resident households would begin to evacuate between 15 and 180 minutes after thedecision to notify the population to evacuate is made. Based on estimated warningdiffusion and survey results from EPZ residents, during a weekday, 50% would departwithin 75 minutes, 90% within 110 minutes, and 99% within 180 minutes.
At night, with5-3 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates most household members at home, 50% would depart within 60 minutes, 90% within 95minutes, and 99% within 165 minutes.
These time profiles are generally consistent withobserved 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 asthe general public. Based on estimated warning diffusion and survey results from EPZresidents, it was estimated that 50% of the work force would evacuate within 40minutes following the decision to evacuate, 90% within 65 minutes, and 99% within105 minutes.
For a few facilities, it may be necessary for a limited number of workersto remain on the job in order to safely shut down processes, secure the facility ormaintain essential operations.
The evacuation time estimates do not address thoseworkers who remain behind, since there is no reliable basis for predicting whether orhow soon they will evacuate.
The assumption that all workers evacuate provides aconservative estimate of vehicle demand. Discussions with emergency preparedness officials indicate that the same time distribution is also reasonable for the othertransient population categories within the EPZ, including motels and recreation areas.5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZwould also receive initial notification promptly.
Based upon data obtained fromprevious
: studies, vehicle departure times were developed that reflect a distribution ofnotification, preparation and mobilization times.Consistent with the current off-site emergency response plans, the schools will beevacuated via bus to the designated reception center using the same evacuation routes as the public. For school facilities, it was assumed that up to 1 hour may berequired to assemble buses, transport vehicles to schools and to load students ontobuses. Vehicles stationed at the facilities at the time of the ordered evacuation couldbe loaded in as little as 15 minutes following notification.
Accordingly, 50% of schoolbuses depart onto the evacuation network during the period between 15 and 75minutes, 90% by 135 minutes, and 99% by 180 minutes.
The school profile was alsoapplied for daycare facilities.
Evacuation of special facilities (nursing homes, hospitals, and special care facilities) would also require additional time associated with preparation and transport of vehiclesto the respective facilities.
Those special facilities will evacuate directly to designated 5-4 ARCADISExelon Generation Clinton StationEvacuation Time Estimates I host facilities.
Based upon previous
: studies, it was assumed that these facilities wouldbegin to evacuate between 30 minutes and 3 hours following notification.
The firstI 50% will depart within 90 minutes, 90% within 150 minutes, and 99% within 165minutes.Departure times -Clinton EPZ-o 1tqMW00.8C"0"5 0.6, 0.4ZE 0.2U0/ " al.4ýr11,144f _YA VfI jr Z It'Awl-resident day-resident night-worker-schools-special-transit depend050100time (minutes) 150200Figure 5-1. Departure Time Distributions for the Clinton Station EPZ5-5 ARCADIS5.5 Evacuation Simulation Traffic simulation provides the ability to analyze evacuation of an area in great detail. Inmost traffic simulation models, there are two main inputs: supply (roadway) networkdata and demand (population and vehicular) data. Traffic models use different types ofalgorithms to predict traffic flow and provide measures of effectiveness (MOEs) suchas average travel times, total number of vehicles exiting the system, and queue lengthsat 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 acomprehensive, flexible software system for transportation
: planning, travel demandmodeling, and network data management.
VISSIM is capable of performing detailedmicroscopic simulation of traffic, public transport, and pedestrian simulations, and canmodel any type of traffic control and geometric configuration.
Both VISUM and VISSIMare capable of performing multi-modal analysis including car, commercial
: vehicle, bus,train, motorcycles,
: bicycles, and pedestrians.
The two programs work togetherseamlessly, saving valuable time and resources.
Exelon Generation Clinton StationEvacuation Time Estimates
.Verified Evacuation INetwork*O-D Matrices-Traffic DemandVolumesI'Travel Times' Queue Lengths" Bottlenecks Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite5-6 SARCADIS Exelon Generation Clinton StationEvacuation Time Estimates VISUM was used to develop the evacuation network and population entry nodes(centroids).
One of the key features of VISUM is its ability to interact seamlessly withGIS-data such as ESRI ArcGIS database.
The field verified evacuation network dataand demand data developed in ArcGIS were imported directly into VISUM. Origin-I Destination trip tables were developed for the evacuation and imported into VISUM.VISUM software was then used to route the Origin-Destination information on thenetwork using a dynamic equilibrium algorithm.
This algorithm ensured that trafficlevels 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 VISSIMfor microsimulation.
A microsimulation was deemed a necessary step in order to obtaindetailed and realistic results on queuing and average travel times. VISSIM can modelintersection with different type of traffic control such as yield signs, stop signs, andsignals.
VISSIM also provides a better understating of critical and congested part of thenetwork.5.5.2 Simulation ProcessThe ETE results include the time to evacuate 90% and 100% of the total permanent and transient population.
Based on the current guidance, ETEs for special facilities,
: schools, and the transit dependent population are developed separately; only the timeto evacuate 100% of these population groups was needed.Consistent with current guidance, vehicle demand for each scenario was based on100% of the population residing in areas designated for evacuation, plus 20% of thepopulation residing in Sub-Areas outside the designated evacuation area, and 20% ofthe population residing outside of the EPZ, out to a distance of 15 miles. Vehicledemand outside of the designated evacuation area is intended to account for theimpact of "shadow evacuees".
A sensitivity analysis was performed to evaluate theimpact of changes different input parameters and assumptions such as changes inlane closures, trip generation times, vehicular demand, evacuation routes, andbackground traffic.The simulation process can be summarized as follows:VISUM1. Create every scenario based ona. Background trafficb. Time of day5-7 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates
: c. Day of weekd. Weather condition
: e. Seasonf. Wind Direction
: g. Shadow traffic2. Run Dynamic Traffic Assign to and calculate Permanent and Transient, Shadow, Special Needs/Schools volumes3. Assignment process will last until suitable convergence is reached.
VISUMprovides output on the goodness of convergence after assignment.
Theconvergence fit is not as critical because this is an evacuation model of a no-notice event, therefore full user equilibrium cannot be expected.
: 4. Export to VISSIM.VISSIM1. Warm-up time built into background/pass-through traffic generation.
: 2. Check for any local calibration parameters.
: 3. Run the final multimodal Dynamic Traffic Assignment in VISSIM to considerqueues and intersection delays4. Sensitivity analysis and count evacuees at 2, 5, and 10 miles5. Prepare ETE timesMOEs1. 90% evacuation time (for all wind directions and scenarios, staged and normalevacuations)
: a. This applies to evacuation of the PUBLIC only2. 100% evacuation time (for all wind directions and scenarios, stage and normalevacuations)
: 3. Color-coded roadway map at various times (2, 4, 6 hrs) which identifies wherelong queues exist, including LOS E and F conditions.
5-8 Exelon Generation V ARCADIS Clinton StationEvacuation Time Estimates
: 6. Analysis of Evacuation Times6.1 Evacuation Time Estimate SummaryPredicted ETEs for the general population in the EPZ are summarized by scenario inI Table 6-1 (times for 90% of vehicles to depart) and Table 6-2 (times for 100% ofvehicles to depart).
The small differences in evacuation times are consistent with thedifferences in vehicle demand and travel time for different scenarios.
The 5-mile zoneinvolves shorter travel distance and fewer vehicles; 90% ETEs for the 5-mile zone are2:20 to 2:40 for normal weather, and 100% ETEs are 4:00 to 4:10. For the full EPZ,90% ETEs are 3:05 to 3:30, and 100% ETEs are 4:25 to 4:45. ETEs for the Apple &Pork Festival are much longer, as discussed below in Section 6.5.6.2 Comparison with Previous StudyThe ETEs for the current study are somewhat longer than the ETEs from the 2005study. Vehicle demand for the current study (10,881 for Summer Weekday) is about9% higher than the corresponding case from 2005 (9,998),
and the new 100% ETE is4:40, compared to 3:15 in 2005. The longer ETEs reflect longer departure times (basedon the survey of residents) and the addition of background traffic.6.3 All Conditions Vehicle demand for the full EPZ varies between scenarios from a low of 7,591 (winterweeknight) to 10,881 (summer weekday).
Most of this difference reflects recreational demand in zone 1. ETEs for zone 1 did not increase significantly, even though vehicledemand increased by almost a factor of 3. Within zone 7, demand only varies by 10 to15%. Results for the keyhole scenarios listed in Tables 6-1 and 6-2 demonstrate thatzone 7 controls the ETEs for the total EPZ. All of the keyhole configurations thatinclude zone 7 have the same ETEs (within 5 minutes) as the full EPZ. All of theconfigurations that do not include zone 7 have shorter (90%) ETEs. Adverse weatheradds 10 minutes for the summer weekday ETEs, and 20 to 25 minutes for the winterETEs.6.4 Staged Evacuation Scenarios Staged evacuation scenarios were not evaluated for CPS. The NRC guidance (CR-7002) specifies staged evacuation scenarios in which the 2-mile zone evacuates, whilethe surrounding 5-mile zones shelter in place until the 2-mile zone has departed.
For6-1 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates the Clinton EPZ, there is a single zone extending out to 5 miles. Without a separate 2-mile zone, there is no basis for a staged scenario.
6.5 Special Event -Apple & Pork FestivalThe Apple and Pork Festival is held annually in late September in the city of Clinton.The estimated peak attendance at the festival is 17,000, including 15,000 visitors, 1,000 vendors, and 1,000 workers (primarily local residents).
The central location forthe festival is the DeWitt County Museum, located on the north side of the city. Thefestival represents an estimated vehicle demand of up to 8,000 vehicles, in addition tonormal weekend traffic.
An estimated 3,500 vehicles will park in lots north of the city,within walking distance of festival events. The festival also provides trams and shuttlebuses to remote parking areas in the city center and at the high school, on thesouthwest side of Clinton.
An estimated 4,500 vehicles will use the remote lots.During an emergency evacuation, vehicles within walking distance would depart withinone to two hours. Up to 5 hours would be required before all vehicles are able todepart from the remote lots. (The capacity of the trams and shuttle buses is the limitingfactor.)The estimated 90% ETE during the festival is 5 hours 5 minutes, almost double theweekend day ETE of 2 hours 40 minutes.
The ETE to evacuate 100% of the EPZpopulation during the festival is 11 hours.6.6 Sensitivity to Population Growth and Roadway Impact6.6.1 Population GrowthNRC guidance (CR-7002) for updating ETE studies more frequently than the 10-yearfederal census includes criteria based on population growth. Specifically, if theresidential population growth in the EPZ since the last ETE update is sufficient tocause an increase in the ETE by 25% or by 30 minutes, whichever is less, then a fullETE update study must be performed.
A sensitivity analysis was performed by determining the 90% ETEs for increases of 10and 20% of the EPZ residential population for the Winter Weekday, Normal Weatherscenario.
This scenario produced the longest ETE by season or time of day. Thepopulation was increased in the same manner in the surrounding region, out to 15miles. Results are illustrated in Figure 6-1. With a 20% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to6-2 Exelon Generation V2 ARCADIS Clinton StationEvacuation Time Estimates 3:53, an increase of 24 minutes.
Since the EPZ residential population for Clintonchanged by less than 3% between 2000 and 2010, it appears extremely unlikely thatan increase of 20% will occur before 2020.The 100% ETEs increased more rapidly than the 90% ETEs, consistent with thegeneral pattern of all ETE results.
With a 20% increase in population, the 100% ETEfor the full EPZ increased by 31 minutes, from 4:46 to 5:17. NRC guidance (CR-7002)
I indicates that emergency planning decisions should be based on the 90% ETEs. Therecommended "update threshold" for the Clinton EPZ, based on population growth, istherefore 20%.6.6.2 Roadway ImpactNRC guidance (CR-7002) also requires analysis of a "roadway impact" scenario.
Forthis 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 reducedby one lane (for a multi-lane, limited-access roadway such as an interstate highway).
This scenario is specified as Summer Weekday, Normal Weather for the Full EPZ. ForClinton, the five highest-volume roadways for this scenario are listed below:* US 51 southbound
-3,800 vehicles* US 51 northbound
-3,700 vehicles0 IL 10- 1,540 vehicles* IL 48 -1,280 vehicles* 1200 N -1,100 vehiclesSince the highest volume roadway was a multi-lane highway (US 51 southbound),
theroadway impact tested was a closure of one lane of the highway.
The lane closure didnot cause significant re-routing of evacuees compared to the summer day scenariowith no lane closure.
The impact location is shown in Figure 6-2.With this roadway unavailable, the ETEs increased from 3:25 (90%) and 4:40 (100%)to 3:40 (90%) and 4:50 (100%). Note that the increase ETEs are due to the bottleneck queue generated by the lane closure rather than evacuees taking alternate routes to6-3 Exelon Generation V2 ARCADIS Clinton StationEvacuation Time Estimates avoid the queue. The traffic flow by link for the roadway impact scenario is also shownin Figure 6-2.6.7 Performance Metrics for Simulation ModelThe performance of VISSIM is assessed using standard
: metrics, consistent with theguidance provided in CR-7002.
Table 6-3 provides a summary of simulation parameters for Winter Day Normal Weather scenario for the full EPZ. Figure 6-3illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-4 compares the rate of vehicles loading onto the network to thefrequency of departures.
6.8 ETE for Transit Dependent, Special Facilities and SchoolsThe ETE for transit dependent members of the general public is estimated based onthe assumption of a single set of bus runs from Clinton.
The run would begin 2 hoursafter the evacuation notice, allowing time for evacuees to prepare and to travel todesignated pickup points. The time sequence would then proceed in the following steps:* 45 minutes for the bus to traverse up to ten pickup points (5 miles @ 20 mph) andload passengers (3 minutes per stop)* 14 minutes to travel out of the EPZ (up to 10 miles @ 45 mph). Total time 2:59.For non-ambulatory residents, ambulances and WC vans would also mobilize within 2hours. For a WC van with three pickups, loading would take 15 minutes per stop,transit between stops could take up to 30 minutes (10 miles at 20 mph), and travel outof the EPZ another 14 minutes (10 miles @ 45 mph): total time 3:29. An ambulance making two pickups would take 15 to 30 minutes less time to evacuate.
Estimated evacuation times for special facilities, schools and daycares located in theEPZ are summarized in Tables 6-4 and 6-5. These times are shorter than the 100%ETEs for the general population.
Facility-specific estimates are based on a three-step time sequence:
(1) mobilization, (2) loading, and (3) travel out of the EPZ. Mobilization and loading times are generally the largest components.
At nursing homes andassisted living facilities, each vehicle will require 10 to 15 minutes to load, with twovehicles loading simultaneously.
Mobilization times for school buses range from 90 to120 minutes.
Local vans can mobilize within 60 minutes.
For travel time, averagespeeds were estimated for the anticipated evacuation route, based on the traffic6-4 ARCADISsimulation for the Winter Day scenario.
The simplified stepwise methodology used todetermine these estimates provides a typical evacuation time, rather than an upperbound 100% value.Exelon Generation Clinton StationEvacuation Time Estimates 6-5 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 6-1: Evacuation Times for General Population (90%)90% Evacuation of Affected AreasSummer WinterWeek Day Weekend Day Evening Week Day Weekend Day EveningScenario:
(1) (2) (3) (4) (5) (6) (7) (8)Affected ERPAstWeather:
Normal Adverse Normal Normal Normal Adverse Normal Normal1 2&5-mile Zone 2:30 2:40 2:40 2:20 2:25 2:50 2:35 2:25ALL 10-mile EPZ 3:25 3:35 3:20 3:05 3:30 3:50 3:20 3:10Evacuate 5-Mile Zone and 10 Miles Downwind1,5,6 NNE 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,6 NE 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,6,7 ENE 3:20 3:30 3:20 3:05 3:25 3:50 3:20 3:101,7 E 3:25 3:35 3:20 3:05 3:30 3:50 3:20 3:101,7,8 ESE 3:25 3:35 3:20 3:05 3:30 3:50 3:20 3:101,2,8 SE,SSE 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,2 S 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,2,3 SSW,SW 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,3 WSW 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,3,4 W 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,4 WNW 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,4,5 NW,NNW 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:401,5 N 2:45 2:55 2:45 2:35 2:40 3:05 2:55 2:406-6 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates Table 6-2: Evacuation Times for General Population (100%)100% Evacuation of Affected AreasSummer WinterWeek Day Weekend Day Evening Week Day Weekend Day EveningScenario:
(1) (2) (3) (4) (5) (6) (7) (8)Affected ERPAsWeather:
Normal Adverse Normal Normal Normal Adverse Normal Normal1 2&5-mile Zone 4:00 4:15 4:00 4:00 4:05 4:35 4:00 4:10ALL 10-mile EPZ 4:40 4:55 4:30 4:20 4:45 5:15 4:25 4:35Evacuate 5 mile zone and 10 miles downwind1,5,6 NNE 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,6 NE 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,6,7 ENE 4:30 4:45 4:25 4:20 4:40 5:10 4:25 4:351,7 E 4:40 4:55 4:30 4:20 4:40 5:15 4:25 4:351,7,8 ESE 4:40 4:55 4:30 4:20 4:40 5:15 4:25 4:351,2,8 SE,SSE 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,2 S 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,2,3 SSWSW 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,3 WSW 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,3,4 W 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,4 WNW 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,4,5 NW,NNW 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:351,5 N 4:30 4:45 4:25 4:20 4:30 5:00 4:25 4:356-7 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates Clinton -- Population Growth vs ETE(Full EPZ)4:00 -3:503:40 0 lOmileM -Upper3:30 _- Linear (lOmile)3:200% 5% 10% 15% 20% 25%Pop Increase
%Figure 6-1. Clinton Sensitivity of ETE to Population Growth (Winter Weekday, Normal Weather, Full EPZ)6-8 14 ARCADISExelon Generation Clinton StationEvacuation Time Estimates I Figure 6-2.Clinton Predicted Traffic Volume by Link with US 51 SB Link Removed(Summer Weekday, Normal Weather, Full EPZ)6-9 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Exiting EPZ Vehicles by Hour50004500400003500a. 30002500* 5 mile:E 20001500 lOmile100050001 2 3 4 5 6 7 8Simulation HourFigure 6-3. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, WinterWeekday, Normal Weather)6-10 ARCADIS Exelon Generation Clinton StationEvacuation Time Estimates IAU10987o543210Mobilization and Cumulative EPZ Evacuation 100009000800070006000500040003000200010000-Simulation
-Mobilization Simulation departure curverepresents Winter, FairWeather, Full0 50100 150 200 250Time after Evacuation Order Issued (mins)300 350Figure 6-4. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 9,234)6-11 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 6-3: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)Network Parameter All Vehicles Background/
Evacuation Shadow TrafficAvg Delay (s) 1,883.045 187.658 2,912.213 Avg Stop Delay (s) 456.123 49.641 702.874Avg # of Stops 257.367 9.94 407.565Avg Speed (mph) 38.1 50.99 33.05Avg Travel Time (min) 2.46 1.83 2.85Vehicle Hours Traveled 35,767. 10,059. 25,708.Table 6-4: ETE for Special Facilities, Clinton EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)Vehicles Distance to Travel TimeOutboundTrvlim Population Mobilization Loading EPZ to EPZ(residents)
# Type Time (min) Time (min) Boundary (mph) Boundary(mi) (min)Warner Hospital 19 1 Bus/Van 90 15 6 51.5 7 1126 non-ambulatory 3 Ambulance 90 15 to 30 6 51.5 7 112 to 142Manor Court 90 5 Bus/Van 90 30 5 51.5 6 1262 Ambulance 90 15 5 51.5 6 12113 non-ambulatory 3 WC bus 90 30 5 51.5 6 126Allen Court 16 1 Van 60 15 5 51.5 6 81Dewitt County Jail 105 5 Bus 90 30 6 51.5 7 1276-12 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 6-5: ETE for School and Daycare Facilities in Clinton EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)Vehicles Mobilization Loading Distance to Outbound Travel Time toFacility Population Time Time EPZ Boundary Travel Speed EPZ Boundary ETE (min)# Type (min) (min) (mi) (mph) (min)Clinton HS 582 11 Bus 90 to 120 30 5 51.5 6 126 to 156Clinton Jr HS 449 9 Bus 90 to 120 30 10 46.2 13 133 to 163Douglass ES 191 4 Bus 90 30 12 43.4 17 137Lincoln ES 316 6 Bus 90 30 5 51.5 6 126Washington ES 183 4 Bus 90 30 10 46.2 13 133Webster ES 325 6 Bus 90 30 10 46.2 13 133Head Start 30 2 Van 60 15 12 43.4 17 92Deland-Weldon HS 52 1 Bus 90 15 3 46.2 4 109Deland-Weldon ES 26 1 Bus 90 15 3 46.2 4 109Clinton Christian Acad 29 2 Van 60 15 5 51.5 6 81Christ Lutheran 20 1 Van 60 15 5 51.5 6 81Kid Konnection 60 3 Van 60 15 5 51.5 6 816-13 Exelon Generation V2 ARCADIS Clinton StationEvacuation Time Estimates
: 7. Traffic Control and Evacuation Confirmation 7.1 GeneralEvacuation simulation results have been reviewed to assess access control locations, traffic management locations and recommendations for the Clinton EPZ. Trafficcontrol plans for each county were reviewed to confirm that traffic management will beimplemented at key intersections on all designated evacuation routes. Predicted queuing at network intersections is summarized in Table 7-1. The results indicate thataverage queue length is less than 100 feet at all intersections.
The signalized intersection at Grant and Washington Streets in Clinton has an average queue lengthof 93 feet, and handles traffic volume of 7,250 vehicles.
The higher traffic volumeshown for intersections outside the EPZ reflects contributions from background andshadow traffic.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 trafficcongestion during the early stages of evacuation.
7.3 Traffic Management Locations and Tactics to Facilitate Evacuation The traffic simulations for the Clinton EPZ show minimal traffic congestion during allscenarios.
The traffic flow maps provided in Appendix D and the data in Table 7-1 helpto pinpoint locations where traffic management can be deployed to best effect.Standard traffic management strategies should be effective without any extrameasures.
Tactics to facilitate evacuation should focus on mobilization procedures related to timely notification for emergency responders and transportation companies that will provide the ambulances, vans and buses to support those requiring transport assistance.
7-1 ARCADISExelon Generation Clinton StationEvacuation Time Estimates Table 7-1: Predicted Queuing at Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather)AverageIntersection Name County or City Inside EPZ? Control Type Queue Volume(feet)N Grant & E. Washington/Main St Clinton In EPZ Signalized 93.8 7,250Entrance to Stephen Decatur Middle School Decatur >15 miles Manned Control 54.8 12,728N Grant & W Van Buren St Clinton In EPZ Signalized 33.0 6,010Main St & W College Ave Bloomington
>15 miles Signalized 22.9 5,582US 51 & W Forsyth Rd/Shaffer St Forsyth/Decatur
>15 miles Signalized 20.2 6,350US 51 & 950E Clinton In EPZ Signalized 4.7 5,420US 51 & Main St Wapella In EPZ Two Way Stop 1.1 6,080US 51 & 1-74 WB Ramp Bloomington
>15 miles Uncontrolled 0.3 6,574E Mound Rd & Greenswitch Rd Decatur >15 miles Signalized 0.1 12,728Main St & W Vernon Ave Bloomington
>15 miles Signalized 0.1 5,6907-2 Exelon Generation ARCADIS Clinton StationEvacuation Time Estimates
: 8. References Earth Tech, 2005: Evacuation Time Estimates for the Clinton Station Plume Exposure PathwayEmergency Planning Zone, prepared by Earth Tech, Inc. for Exelon Nuclear, June 2005.NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency ResponsePlans 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. NuclearRegulatory 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 StateUniversity, 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 Armyand Federal Emergency Management Agency, April 1990.8-1 ARCADISAppendix ATransient and Special FacilityPopulation Data VINSW Regend"~~~Ma Fa ' ....FciittTyUPON I ; 'v~wsN& ungf~ U3S ,,,-. .;.C EC FATO, o.FwuBsnDt LegendFacility Typevema EMPLOYMENT Bit *N HOTELI~~SAAC5TC5 UM__AUTO__moil RECREATION DoS WtU MOAT AICMWNO.
nm Base Data LegendMooS Clinton Plant/ U 10 Miles from Plantrn~ a an41L..j Township BoundaryJ,. T Sub-Area BoundarySEPZ BoundaryGoo** I'CmCro ok CNv c ," 0 2 444 ARCADISEXELON GENERAppendix A -Page 1 of 7 aI2 Z"son iL~9bWlsonILRUN**i00 WittDoC0. WIgLegendFacility Type* SCHOOL/DAYCARE
* SPECIAL FACILITYBase Data Legend# Clinton Plant10 Miles from PlantL*J Township BoundarySub-Area Boundary= EPZ BoundaryDo WNltT,r*ndpKenneyICreekModILIa 2 4~ ~ARCADISEXELON GENERATION Appendix A -Page 2 of 7 Table A-I. Facility Data for Employers in Clinton Station EPZPopulation Winterweek- week-day nightweek-endSummerweek- week-day nightweek- week-end I dayWinterweek-nightVehiclesSummerweek- week-day nightweek-endweek-endOccfactordescription zoneAction Tech 7 70 30 0 70 30 0 70 30 0 70 30 0 1.0Miller Container 7 50 0 0 50 0 0 50 0 0 50 0 0 1.0Wallace Computer 7 80 80 60 80 80 60 80 80 60 80 80 60 1.0McElroy Metals 7 35 15 15 35 15 15 35 15 15 35 15 15 1.0Clinton Power Stn 1 1700 400 100 1700 400 100 1200 280 75 1200 280 75 0.7Plastic Specialties 7 50 25 0 50 25 0 50 25 0 50 25 0 1.0Syngenta Seeds 1 50 0 0 50 0 0 50 0 0 50 0 0 1.0Altorfer 7 50 0 0 50 0 0 50 0 0 50 0 0 1.0Baum Auto 7 40 12 12 40 12 12 40 12 12 40 12 12 1.0YMCA 7 20 8 8 20 8 8 20 8 8 20 8 8 1.0Appendix A -Page 3 of 7 Table A-2. Recreation Facilities in Clinton Station EPZWinterweek- week-dav nightPopulation eek- week-nd davweerSummerweek-nightweek-endWinterweek- week-dav nightVehiclesSummerweek- week- week-day night endweek-enddescription zoneOcc factorI. -.1 --I.-ICamp QuestClinton MarineMascoutin SRANorthfork Boat AccNorthfork C AccSpillway AccessVisitor CenterWeldon Boat AccWestside Boat AccPeninsula BAArrowhead AcresClinton CCLittle Galilee CampWeldon Springs SPGreen Acres CampYMCACalvary UC Camp3666677800225300301206060150000300075000225000000000022801130009009009015015015045000060001130960900900240154501203753754524090120960150754209600750000000024001204561507542096010803600240154501207507504530090120120015075420007510010402020500001000500007500000000007607500030030030505050150000200075032030030080515040125125158060403205050140320025000000008004015250501403203601200805150402502501510060404005050140333333333331.53331.53Appendix A -Page 4 of 7 Table A-3. Motels in Clinton Station EPZPopulation Winter Summerweek- week- week- week- week- week-day night end day night endVehiclesWinter Summerweek- week- week- week- week- week-day night end I day night enddescription zone roomsTown & Country 7 26 31 31 31 31 31 31 26 26 26 26 26 26Wye Motel 7 6 7 7 7 7 7 7 6 6 6 6 6 6Sunset Inn 7 76 91 91 91 91 91 91 76 76 76 76 76 76Appendix A -Page 5 of 7 Table A4. Special Facilities in Clinton Station EPZpopulation automobiles staffweek- week- week-day night endwheel-ambu- chair bus orlance bus vanweek- week- week- week-day night end dayweek- week-night enddescription zone residentWarner Hospital 7 25 100 40 40 3 1 125 45 45 95 15 15Manor Court 7 103 40 16 16 2 3 5 143 119 119 15 0 0Hawthorne Inn (included in numbers for Manor Court)Allen Court 7 16 4 2 2 1 20 18 18 2 0 0Dewitt County Jail 7 95 10 10 10 5 105 105 105 0 0 0Appendix A -Page 6 of 7 Table A-5. Schools and Daycare Facilities in Clinton Station EPZPopulation winter summerdescription zone student staff bus van auto weekday weekdayDeland-Weldon HS 4 52 7 1 4 59Deland-Weldon ES 4 26 3 1 0 29Clinton HS 7 582 73 11 40 655Clinton JrHS 7 449 56 9 29 505Douglass ES 7 191 24 4 12 215Lincoln ES 7 316 40 6 22 356Washington ES 7 183 23 4 11 206Webster ES 7 325 40 6 22 365Head Start 7 30 7 2 1 37 37Clinton Christian Acad 7 29 7 2 1 36Christ Lutheran 7 20 5 1 2 25 25Kid Konnection 7 60 12 3 3 72 72Appendix A -Page 7 of 7 ARCADISAppendix BTelephone Survey of EPZResidents Clinton EPZSummary of Telephone Survey ResultsCompleted surveys N = 373Data Uncertainty
+ or -5%at 95% confidence leveltotal population total HHpersons per HHResults (after adjustment)
Demographic Adjustment census 2010SURVEY age for head adjustment Age Mix Response of household factor(percent)
(percent) 1251151632.42under 5555-6465 and over27.122.550.455.518.026.52.050.800.53vehicles usedwhen all at homefraction taking 1 vehiclefraction taking 2 vehfraction taking 3 or more1.300.7400.2250.035Work Outside Home (% of HH)one or more work outside 70.4Of those who work outside percenttake vehicle to work 94.8evacuate direct from work 24.1stay outside EPZ 20.0return home to evacuate 55.9one returns 28.62 or more return 27.3ShiftsWeekdaySwing shiftGraveyard evening/weekend rotate(percent) 85.52.12.14.35.9time distribution (fraction) 0 to 15 15 to 30 30 to 45 45 to 60 > 60minutes minutes minutes minutes minutesleave work after notice 0.78 0.17 0.02 0.01 0.02travel home 0.46 0.38 0.13 0.02 0.02depart after work return 0.37 0.42 0.10 0.07 0.040 to 20 20 to 40 40 to 60 60 to 90 > 90depart (all at home) 0.33 0.43 0.13 0.05 0.05Appendix B page 1 of 7 13662 LH/CHARCADISExelon SurveyFinal v6 -August 23, 2011INTRODUCTION Hello, my name is and I am calling from MDC Research, a public opinion firm. We areconducting 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 onbehalf of the (insert facility name) Nuclear Facility, and will take approximately 5 minutes tocomplete.
We are not trying to sell you anything.
The information gathered from this survey willhelp local agencies more effectively provide community assistance should an emergency situation arise.Can 1please speak with an adult member of the household?
SCREENERS1. What is the zip code of your primary residence?
This is the home where you live themajority of the time. DO NOT READ ZIP CODE LISTList of appropriate zip codes will be displayed here99999 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 2413 25 to 3414 35 to 4415 45 to 5416 55 to 6417 65 to 7418 75 or older98 (DO NOT READ) RefusedQUESTIONNAIRE Q I How many people currently reside in your household?
Record: # of residents 998 (DO NOT READ) Refused -THANK & TERMINATE Q2 How many motor vehicles are nonrmally based at your home?Arcadis Exelon 1 02011. Market Decisions Corporation Appendix B -Page 2 of 7 13662 LH/CHRecord: # of vehicles997 None -SKIP TO Q14998 (DO NOT READ) RefusedQ3 How many members of your household are over the age of 16?Record: # of residents 998 (DO NOT READ) RefusedQ4 How many members of your household are licensed drivers?Record: # of drivers998 (DO NOT READ) RefusedQ5 How many of the adults in your household work outside the home?Record --) Skip to Q6A997 None -Continue to Q5A998 (DO NOT READ) RefusedIf refused, explain; The nature of this project is to estimate traffic volumes andflow in the event of an emergency evacuation, so this data is necessary in orderfor 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 adultsin your household?
MULTIPLE MENTION -IP NOTE: No more mentions than Q3mentions.
11 Currently unemployed/actively looking for work12 Retired13 On Disability or leave of absence14 Student/continuing education 15 Homemaker 99 Other -please specifySKIP TO Q1lRepeat the following Q6A-F sequence for each working adult cited in Q5For each of the working adults you just referenced, I'd like to ask a few questions related to whattheir likely actions would be in the case of an emergency evacuation.
I understand that I will beasking you to speculate on what other members of the household may do in this situation, butyour best guesses are just fine for our purposes.
Q6A Who is the first working adult in the household that you are thinking about? What istheir relationship to you?Arcadis Exelon 2 ©2011. Market Decisions Corporation Appendix B -Page 3 of 7 13662 LH/CH1 Self2 Spouse or significant other3 Parent of child4 Other relative or in-law5 Roommate6 Boarder7 OtherQ6B Which of the following best describes this person's usual work schedule?
1 Monday -Friday, 8:00am to 5:00prm2 Swing Shift3 Graveyard 4 Evenings and weekends5 Rotating shifts6 Other or irregular schedule7 (DO NOT READ) Don't knowQ6C Does this person generally use a personal vehicle to commute back and forth to work?1 Yes2 No7 (DO NOT READ) Don't knowQ6D If an evacuation notice were given while this person was at work, do you think theywould most likely...
I Evacuate directly from work2 Come home first and then evacuate, or3 Stay outside the evacuation zone where they work -- Skip to Q77 (DO NOT READ) Don't knowQ6E How long do you think it would take this person to get prepared and actually leave work?(Read list if necessary)
I Less than 15 minutes2 15 to 30 minutes3 30 to 45 minutes4 45 to 60 minutes5 More than 60 minutes7 (DO NOT READ) Don't knowArcadis Exelon 3 ©2011. Market Decisions Corporation Appendix B -Page 4 of 7 13662 LH/CHIf response at 6D is 1, skip from here to Q7Q6F About how long does it take this household member to get from work to home?(Read list if necessary) 1 Less than 15 minutes2 15 to 30 minutes3 30 to 45 minutes4 45 to 60 minutes5 More than 60 minutes7 (DO NOT READ) Don't knowQ7A-F Repeat Q6 sequence for worker #2Q8A-F Repeat Q6 sequence for worker #3Q9A-F Repeat Q6 sequence for worker #4Q10 And once everyone who is coming home from work has arrived, how long would it taketo prepare and depart from home, taking into consideration whether or not someone elseis usually home who may be starting these preparation while they are travelling?
1 Less than 15 minutes2 15 to 30 minutes3 30 to 45 minutes4 45 to 60 minutes5 More than 60 minutes7 (DO NOT READ) Don't knowQ11 Are any of the licensed drivers in your household restricted to daytime driving only?1 Yes2 No9 (DO NOT READ) RefusedQ12 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 toArcadis Exelon 4 ©20 11. Market Decisions Corporation Appendix B -Page 5 of 7 13662 LH/CHprepare to depart? Please assume that you are advised to plan to be away from your homefor 3 days. Would you say that it would take... READ LIST12345Less than 20 minutes to depart20 to 40 minutes to depart40 to 60 minutes to depart60 to 90 minutes to depart; orMore than 90 minutes to departQ13 How many vehicles would your household take if an evacuation were ordered when allhousehold members were at home?Record: # of vehicles998 (DO NOT READ) RefusedQ14 Are any members of your household seasonal residents?
And by seasonal we mean anypeople who do not reside in your home the majority of the year.129YesNo -SKIP TO Q15(DO NOT READ) RefusedQ14A (ASK IF Q14=l) How many of your <insert Q1 response>
household members areseasonal?
Record: # of seasonal household members998 (DO NOT READ) RefusedQ14B (ASK IF Q14=1) What seasons do they live in another location away from your home?READ LIST -Multiple Mention1234SpringSummerFallWinterQ15 Would any member of your household require a specialized
: vehicle, such as awheelchair, van or ambulance, to evacuate from your home in case of an emergency?
12YesNoArcadis Exelon5&#xa9;2011. Market Decisions Corporation Appendix B -Page 6 of 7 13662 LH/CH9 (DO NOT READ) RefusedThis is all the questions we have for you today/tonight.
Thank you for participating in thissurvey. Your responses will help us to make an accurate prediction of traffic conditions duringan 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 Exelon6&#xa9;2011. Market Decisions Corporation Appendix B -Page 7 of 7 ARCADISAppendix CRoadway Network Map and DataTable TorClinton Station ETE Analysis// LI August 2012Legend9 Clinton Station* Nodes13 .Road Classification Freeway-Principal Arterial12 -2 Major Arterial_____ Minor ArterialCollector
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Local RdClinton EPZ31330 ARCADISIntrasermlu er Fva w oment .uildk sExelen.AppendixC Page 1 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ _______(ml)
Width (ft) Lanes ___________
Rate (vehlhr)
_____1 556 555 0.096 12 2 Freeway 4100 652 564 565 0.267 12 2 Principal Arterial 3350 453 565 564 0.267 12 2 Principal Arterial 3350 454 606 607 0.04 12 1 Major Arterial 1300 455 607 606 0.04 12 1 Major Arterial 1300 456 609 608 0.999 12 1 Ramp 1500 557 610 611 0.897 12 1 Ramp 1500 558 613 614 0.202 12 2 Freeway 4100 659 616 615 0.378 12 1 Ramp 1500 3510 617 618 0.265 12 1 Ramp 1500 3511 613 619 0.304 12 1 Ramp 1500 3512 617 619 0.067 12 1 Major Arterial 1300 4513 619 617 0.067 12 1 Major Arterial 1300 4514 618 620 0.069 12 2 Freeway 4100 6515 619 623 0.258 12 1 Ramp 1500 3516 620 617 0.31 12 1 Ramp 1500 3517 625 624 0.467 12 1 Ramp 1500 3518 627 626 0.377 1 12 1 Ramp 1500 3519 627 628 0.247 12 2 Freeway 4100 4520 563 628 0.272 12 1 Ram p 1500 5521 563 626 0.308 12 2 Freeway 4100 6522 559 562 0.062 12 2 Freeway 4100 6523 628 629 0.236 12 2 Freeway 4100 4524 630 631 0.322 12 2 Freeway 4100 4525 629 559 0.325 12 1 Ramp 1500 5526 560 631 0.385 12 1 Ramp 1500 3527 562 630 0.285 12 1 Ram p 1500 3528 632 630 0.292 12 2 Freeway 4100 4529 632 561 0.439 12 1 Ramp 1500 5530 629 633 0.587 12 2 Ramp 3000 4531 634 632 0.332 12 1 Ramp 1500 5532 636 637 0.982 12 1 Ramp 1500 3533 638 639 0.439 12 1 Ramp 1500 3534 635 640 0.333 12 1 Ramp 1500 3535 641 557 0.259 12 1 Ramp 1500 5536 642 556 0.263 12 1 Ramp 1500 5537 564 644 0.052 12 2 Principal Arterial 3350 4538 644 564 0.052 12 1 2 Principal Arterial 3350 4539 645 646 0.219 12 1 Ramp 1500 3540 648 649 0.11 12 1 Ramp 1500 3541 648 650 0.032 12 1 Ramp 1500 5542 649 650 0.099 12 2 Principal Arterial 3350 4543 650 649 0.099 12 2 Principal Arterial 3350 4544 651 652 1.072 12 1 Ramp 1500 5545 653 566 0.894 12 1 Ramp 1500 3546 567 654 0.343 12 1 Ramp 1500 3547 657 656 0.058 12 1 Ramp 1500 3548 659 658 1.858 12 2 Freeway 4100 6549 656 658 1.134 12 1 Ramp 1500 3550 663 662 0.075 12 1 Ramp 1500 5551 664 570 1.194 12 1 Ramp 1500 5552 662 571 1.2 12 1 Ramp 1500 5553 667 666 0.011 12 1 Ramp 1500 3554 600 668 0.24 12 1 Ramp 1500 3555 599 669 0.482 12 2 Freeway 4100 65Page 1 of 36Page 1of 36Appendix C Page 2 of 43 Appendix CClinton NGSRoadway Network Data TableSaturation FlowLink # U-Node D-Node Length Lane Number of Roadway Type Rrae Flow FFS (mph)Link# U-ode D-oe (mi) Width (ft) Lanes Rate (vehlhr)56 666 669 0.223 12 1 Ramp 1500 3557 671 603 0.498 12 2 Freeway 4100 6558 602 672 0.331 12 1 Ramp 1500 3559 673 603 0.233 12 1 Ramp 1500 3560 675 674 0.261 12 2 Freeway 4100 6561 676 677 0.265 12 2 Freeway 4100 6562 674 574 0.403 12 1 Ramp 1500 5563 678 574 0.222 12 2 Freeway 4100 6564 674 679 0.26 12 2 Freeway 4100 6565 678 679 0.28 12 1 Ramp 1500 5566 680 676 0.239 12 2 Freeway 4100 6567 579 678 0.076 12 2 Freeway 4100 6568 679 681 0.064 12 2 Freeway 4100 6569 582 680 0.066 12 2 Freeway 4100 6570 680 579 0.255 12 1 Ramp 1500 5571 681 575 0.263 12 1 Ramp 1500 5572 580 582 0.26 12 1 Ramp 1500 5573 580 577 0.218 12 2 Freeway 4100 6574 681 682 0.704 12 2 Freeway 4100 6575 576 682 1.407 12 1 Ramp 1500 5576 578 676 0.469 12 1 Ramp 1500 5577 581 577 0.406 12 1 Ramp 1500 5578 683 684 0.016 12 2 Principal Arterial 3350 4579 684 683 0.016 12 2 Principal Arterial 3350 4580 685 583 0.658 12 2 Freeway 4100 6581 597 686 0.302 12 1 Ramp 1500 3582 683 596 0.309 12 1 Ramp 1500 3583 687 598 0.521 12 2 Freeway 4100 6584 688 595 0.671 12 2 Freeway 4100 5585 685 591 0.85 12 1 Ramp 1500 5586 591 688 0.299 12 2 Freeway 4100 5587 585 583 1.293 12 1 Ramp 1500 3588 593 584 0.633 12 2 Freeway 4100 5589 587 685 0.247 12 2 Freeway 4100 6590 689 598 0.283 12 1 Ramp 1500 3591 683 689 0.235 12 1 Principal Arterial 1600 4592 689 683 0.235 12 1 Principal Arterial 1600 4593 690 689 0.008 12 1 Ramp 1500 3594 589 592 0.805 12 1 Ramp 1500 5595 593 587 0.859 12 1 Ramp 1500 5596 586 584 1.295 12 1 Ramp 1500 3597 594 691 1.298 12 1 Ramp 1500 5598 693 694 0.05 12 1 Major Arterial 1700 4599 696 695 0.064 12 1 Ramp 1500 35100 698 697 1.162 12 1 Ramp 1500 35101 699 700 0.011 12 1 Major Arterial 1300 45102 700 699 0.011 12 1 Major Arterial 1300 45103 605 700 0.495 12 2 Principal Arterial 3350 45104 699 604 0.495 12 2 Principal Arterial 3350 45105 664 703 0.066 12 1 Principal Arterial 1600 55106 703 664 0.066 12 1 Principal Arterial 1600 55107 635 636 0.86 12 1 Major Arterial 1300 45108 636 635 0.86 12 1 Major Arterial 1300 45109 639 636 0.067 12 1 Ramp 1500 35110 636 706 0.076 12 1 Major Arterial 1300 45111 706 636 0.076 12 1 Major Arterial 1300 45Page 2 of 36Appendix C Page 3 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)S(mi) Width (ft) Lanes Rate (vehlhr)
____112 686 683 0.014 12 1 Ramp 1500 35113 686 684 0.022 12 1 Ramp 1500 35114 687 690 0.296 12 1 Ramp 1500 35115 689 707 0.006 12 1 Major Arterial 1300 45116 707 689 0.006 12 1 Major Arterial 1300 45117 690 707 0.011 12 1 Ramp 1500 35118 673 708 0.081 12 1 Minor Arterial 1300 40119 708 673 0.081 12 1 Minor Arterial 1300 40120 673 709 0.24 12 1 Minor Arterial 1300 40121 709 673 0.24 12 1 Minor Arterial 1300 40122 709 710 0.021 12 1 Minor Arterial 1300 40123 710 709 0.021 12 1 Minor Arterial 1300 40124 671 673 0.337 12 1 Ram p 1500 35125 672 709 0.031 12 1 Ramp 1500 35126 672 710 0.039 12 1 Ramp 1500 35127 666 711 0.191 12 2 Principal Arterial 3350 45128 711 666 0.191 12 2 Principal Arterial 3350 45129 711 712 0.016 12 2 Principal Arterial 3350 45130 712 711 0.016 12 2 Principal Arterial 3350 45131 599 667 0.296 12 1 Ram p 1500 35132 667 713 0.019 12 1 Ramp 1500 35133 668 711 0.024 12 1 Ramp 1500 35134 668 712 0.03 12 1 Ramp 1500 35135 714 664 0.072 12 1 Ramp 1500 55136 714 703 0.086 12 1 Ramp 1500 35137 572 663 0.263 12 1 Ramp 1500 55138 662 715 0.061 12 1 Major Arterial 1300 55139 715 662 0.061 12 1 Major Arterial 1300 55140 663 715 0.085 12 1 Ramp 1500 55141 716 717 0.262 12 2 Major Arterial 3100 45142 718 719 0.301 12 2 Principal Arterial 3350 45143 719 718 0.301 12 2 Principal Arterial 3350 45144 657 720 0.084 12 1 Ramp 1500 35145 656 720 0.049 12 1 Major Arterial 1700 45146 720 656 0.049 12 1 Major Arterial 1700 45147 720 721 0.364 12 1 Major Arterial 1700 45148 721 720 0.364 12 1 Major Arterial 1700 45149 722 723 0.064 12 1 Major Arterial 1300 45150 723 722 0.064 12 1 Major Arterial 1300 45151 724 722 0.062 12 1 Ramp 1500 35152 724 723 0.09 12 1 Ramp 1500 35153 696 725 0.089 12 1 Ramp 1500 35154 695 725 0.056 12 2 Principal Arterial 2800 35155 725 695 0.056 12 2 Principal Arterial 2800 35156 646 644 0.057 12 1 Ramp 1500 35157 646 564 0.084 12 1 Ramp 1500 35158 726 727 0.113 12 2 Major Arterial 2700 35159 727 726 0.113 12 2 Major Arterial 2700 35160 86 85 0.452 12 1 Ramp 1500 35161 87 88 0.462 12 1 Ramp 1500 35162 87 89 0.349 12 1 Major Arterial 1300 55163 90 91 0.226 12 1 Ramp 1500 35164 92 93 0.013 12 1 Major Arterial 1300 45165 93 92 0.013 12 1 Major Arterial 1300 45166 97 98 0.341 12 1 Ramp 1500 35167 100 99 0.825 12 1 Ramp 1500 35Page 3 of 36Page of36Appendix C Page 4 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______(mi)
Width (ft) Lanes Rate (vehlhr)
____168 102 101 1.176 12 2 Principal Arterial 3350 45169 103 104 0.017 12 1 Major Arterial 1300 45170 104 103 0.017 12 1 Major Arterial 1300 45171 105 106 1.399 12 1 Ramp 1500 55172 107 108 1.088 12 1 Ramp 1500 55173 109 110 0.859 12 1 Ram p 1500 55174 96 ill 1.334 12 1 Ramp 1500 55175 112 113 0.052 12 2 Freeway 4100 65176 114 101 0.012 12 1 Collector
/LocaliRoad 1300 45177 101 115 0.011 12 1 Collector/
LocaliRoad 1300 45178 113 116 1.04 12 1 Ramp 1500 55179 117 112 1.015 12 1 Ramp 1500 55180 118 119 1.293 12 1 Ramp 1500 35181 117 120 0.782 12 2 Principal Arterial 3350 40182 121 120 1.397 12 1 Ramp 1500 35183 122 123 0.03 12 2 Principal Arterial 3350 45184 122 124 1.05 12 1 Ramp 1500 35185 125 126 1.133 12 2 Freeway 4100 65186 127 128 0.053 12 2 Principal Arterial 3350 45187 130 127 0.074 12 1 Ram p 1500 35188 131 126 1.34 12 1 Ramp 1500 35189 131 127 0.025 12 2 Principal Arterial 3350 45190 133 134 0.484 12 1 Major Arterial 1300 45191 134 133 0.484 12 1 Major Arterial 1300 45192 135 136 0.009 12 2 Major Arterial 3100 45193 136 135 0.009 12 2 Major Arterial 3100 45194 138 137 0.01 12 2 Principal Arterial 3350 40195 139 138 0.01 12 2 Principal Arterial 3350 45196 140 139 0.009 1 12 2 Principal Arterial 3350 40197 137 140 0.009 12 2 Principal Arterial 3700 50198 143 142 0.088 12 2 Principal Arterial 3350 45199 144 143 0.009 12 3 Principal Arterial 5025 40200 145 144 0.089 12 2 Principal Arterial 3350 45201 142 145 0.011 12 2 Principal Arterial 3350 45202 146 147 0.008 12 1 Minor Arterial 1700 35203 151 150 0.011 12 2 Principal Arterial 3700 50204 150 152 0.324 12 2 Principal Arterial 3700 50205 152 153 0.5 12 1 Ramp 1500 55206 154 155 0.318 12 1 Ramp 1500 55207 156 157 0.279 12 1 Ramp 1500 55208 158 159 0.345 12 1 Ramp 1500 55209 158 160 0.239 12 2 Freeway 4100 60210 161 162 0.011 12 1 Major Arterial 1700 45211 162 161 0.011 12 1 Major Arterial 1700 45212 148 163 0.013 12 1 Major Arterial 1700 45213 163 148 0.013 12 1 Major Arterial 1700 45214 164 165 0.014 12 2 Principal Arterial 3700 50215 150 164 0.017 12 2 Minor Arterial 3400 40216 165 151 0.017 12 2 Minor Arterial 3400 40217 132 166 0.009 12 1 Major Arterial 1700 45218 166 132 0.009 12 1 Major Arterial 1700 45219 167 168 0.019 12 1 Major Arterial 1700 45220 168 167 0.019 12 1 Major Arterial 1700 45221 115 169 1.765 12 1 Ramp 1500 35222 115 114 0.013 12 2 Principal Arterial 3350 45223 170 114 0.018 12 1 Ramp 1500 35Page 4 of 36Page4 o 36Appendix C Page 5 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_____ (ml) Width (ft) Lanes Rate (vehlhr)224 114 171 0.015 12 2 Principal Arterial 3350 45225 102 100 0.034 12 1 Collector
/ Local Road 1700 45226 172 102 0.036 12 1 Collector
/ Local Road 1700 45227 100 172 0.043 12 2 Principal Arterial 3350 45228 174 175 0.009 12 1 Minor Arterial 1700 35229 179 180 1.141 12 1 Major Arterial 1300 55230 180 179 1.141 12 1 Major Arterial 1300 55231 182 183 0.101 12 1 Major Arterial 1300 55232 183 182 0.101 12 1 Major Arterial 1300 55233 184 185 0.031 12 1 Major Arterial 1300 45234 185 184 0.031 12 1 Major Arterial 1300 45235 186 187 0.281 12 1 Ramp 1500 35236 188 186 0.318 12 1 Ramp 1500 35237 186 189 0.258 12 1 Major Arterial 1300 45238 189 186 0.258 12 1 Major Arterial 1300 45239 194 195 0.199 12 1 Ramp 1500 35240 194 196 0.229 12 1 Major Arterial 1300 55241 196 194 0.229 12 1 Major Arterial 1300 55242 196 198 0.194 12 1 Ramp 1500 35243 199 194 0.336 12 1 Ramp 1500 35244 200 201 0.014 12 1 Major Arterial 1300 45245 201 200 0.014 12 _1 Major Arterial 1300 45246 202 203 0.234 12 1 Minor Arterial 1300 40247 203 202 0.234 12 1 Minor Arterial 1300 40248 202 205 0.27 12 1 Ramp 1500 35249 206 207 0.328 12 1 Ramp 1500 35250 203 208 0.291 12 1 Ramp 1500 35251 209 210 0.015 12 1 Major Arterial 1300 45252 212 211 0.384 12 2 Freeway 4100 65253 209 211 0.262 12 1 Ramp 1500 35254 213 214 0.386 12 2 Freeway 4100 65255 215 214 0.487 12 1 Ramp 1500 35256 215 216 0.007 12 1 MinorArterial 1300 40257 220 219 0.007 1 12 1 Collector
/Local Road 1300 40258 221 219 0.117 12 1 Major Arterial 1300 45259 222 223 0.007 12 1 Collector/
Local Road 1300 40260 219 222 0.26 12 1 Major Arterial 1300 45261 225 224 0.529 12 2 Freeway 4100 65262 219 224 0.283 12 1 Ramp 1500 35263 226 227 0.304 12 1 Ramp 1500 35264 228 229 0.041 12 1 Major Arterial 1700 45265 229 228 0.041 12 1 Major Arterial 1700 45266 231 230 0.123 12 1 Major Arterial
___1300 55267 232 233 0.292 12 1 Ramp 1500 35268 230 234 0.311 12 1 Ramp 1500 35269 235 236 0.006 12 1 Collector
/ Local Road 1300 40270 230 235 0.262 12 1 Major Arterial 1300 55271 237 235 0.019 12 1 Ramp 1500 35272 238 239 0.014 12 1 Major Arterial 1300 45273 239 238 0.014 12 1 Major Arterial 1300 45274 241 242 0.014 12 1 Major Arterial 1300 45275 242 241 0.014 12 1 Major Arterial 1300 45276 245 244 0.091 12 1 Major Arterial 1300 55277 251 252 0.062 12 1 Major Arterial 1300 45278 252 251 0.062 12 1 Major Arterial 1300 45279 244 236 0.114 12 1 Major Arterial 1300 55Page 5 of 36PageSof 36Appendix C Page 6 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Saturation Flow FFS (mph)Lin_#______DNod (mi) Width (ft) Lanes Rate (vehlhr)
_____280 254 255 0.011 12 1 Major Arterial 1300 55 _281 236 254 0.262 12 1 Major Arterial 1300 55 _282 236 253 0.292 12 1 Ramp 1500 35283 254 230 0.004 12 1 Collector/
Local Road 1300 40284 257 256 0.08 12 1 Major Arterial 1300 45285 256 223 0.093 12 1 Major Arterial 1300 45286 223 220 0.261 12 1 Major Arterial 1300 45287 223 258 0.313 1 12 1 Ramp 1500 35288 259 215 0.006 12 1 Minor Arterial 1300 40289 261 260 0.162 12 1 Major Arterial 1300 45 _290 260 262 0.015 12 1 Major Arterial 1300 45 _291 262 209 0.007 12 1 Collector
/ Local Road 1300 40 _292 210 260 0.007 12 1 Collector
/Local Road 1300 40293 216 259 0.006 12 1 Collector
/ Local Road 1300 40294 189 263 0.316 12 1 Ramp 1500 35295 264 265 0.847 12 2 Principal Arterial 3350 45296 267 268 0.03 12 1 Minor Arterial 1300 40297 268 267 0.03 12 1 Minor Arterial 1300 40298 116 107 0.041 12 2 Principal Arterial 3350 40299 270 271 0.016 12 1 Minor Arterial 1300 40300 271 270 0.016 12 1 Minor Arterial 1300 40301 272 273 0.042 12 1 Major Arterial 1300 45302 273 272 0.042 12 1 Major Arterial 1300 45303 274 275 0.046 12 1 Minor Arterial 1300 40304 275 274 0.046 12 1 Minor Arterial 1300 40305 128 122 0.86 12 2 Principal Arterial 3350 45306 125 130 0.355 12 1 Ramp 1500 35307 130 128 0.027 12 1 Ramp 1500 35308 127 276 0.036 12 1 Collector
/ Local Road 1300 45309 276 131 0.035 12 1 Collector
/ Local Road 1300 45310 277 123 1.36 12 1 Ramp 1500 35311 279 278 0.162 12 2 Principal Arterial 3350 45312 123 278 0.041 12 1 Collector
/ Local Road 1300 45313 278 122 0.036 12 1 Collector
/ Local Road 1300 45314 98 172 0.019 12 1 Ramp 1500 35315 98 280 0.069 12 1 Ramp 1500 35316 172 280 0.054 12 2 Principal Arterial 3350 45 _317 281 170 0.532 12 1 Ramp 1500 35 _318 170 171 0.018 12 1 Ramp 1500 35319 91 282 0.112 12 1 Major Arterial 1300 55320 86 91 0.349 12 1 Major Arterial 1300 55321 282 87 0.112 12 1 Major Arterial 1300 55322 283 86 0.123 12 1 Major Arterial 1300 55323 89 86 0.004 12 1 Collector/
Local Road 1300 40324 91 87 0.004 12 1 Collector
/ Local Road 1300 40325 284 89 0.227 12 1Ramp 1500 35326 89 283 0.123 12 1Major Arterial 1300 55327 285 237 0.294 12 1Ramp 1500 35328 235 245 0.024 12 1Major Arterial 1300 55329 237 245 0.03 12 1 Ramp 1500 35330 255 231 0.112 12 1 Major Arterial 1300 55331 233 254 0.016 12 1 Ramp 1500 35332 233 255 0.019 12 1 Ramp 1500 35333 227 222 0.014 12 1 Ramp 1500 35334 222 257 0.014 12 1 Major Arterial 1300 45335 227 257 0.02 12 1 Ramp 1500 35Page 6 of 36Page 6of 36Appendix C Page 7 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ (mi) Width (ft) Lanes ___________
Rate (vehlhr)
____336 225 220 0.314 12 1 Ramp 1500 35337 220 221 0.118 12 1 Major Arterial 1300 45338 210 261 0.162 12 1 Major Arterial 1300 45339 213 216 0.435 12 1 Ramp 1500 35340 207 286 0.021 12 1 Ramp 1500 35341 202 286 0.019 12 1 Minor Arterial 1300 40342 286 202 0.019 12 1 Minor Arterial 1300 40343 207 202 0.017 12 1 Ramp 1500 35344 287 196 0.34 12 1 Ramp 1500 35345 289 189 0.304 12 1 Ramp 1500 35346 177 180 0.043 12 1 Major Arterial 1300 35347 180 177 0.043 12 1 Major Arterial 1300 35348 171 100 1.082 12 2 Principal Arterial 3350 45349 726 728 0.108 12 2 Major Arterial 2700 35350 728 726 0.108 12 2 Major Arterial 2700 35351 304 305 1.007 12 1 Major Arterial 1300 55352 305 304 1.007 12 1 Major Arterial 1300 55353 304 306 1.016 12 1 Major Arterial 1300 55354 306 304 1.016 12 1 Major Arterial 1300 55355 317 318 0.101 11 1 Minor Arterial 1700 30356 318 317 0.101 11 1 Minor Arterial 1700 30357 217 334 1.019 12 1 Major Arterial 1300 45358 334 217 1.019 12 1 Major Arterial 1300 45359 335 336 1.002 12 1 Major Arterial 1300 45360 336 335 1.002 12 1 Major Arterial 1300 45361 338 339 0.082 12 1 Minor Arterial 1300 40362 339 338 0.082 12 1 Minor Arterial 1300 40363 244 292 0.106 12 1 Major Arterial 1300 55364 292 244 0.106 12 1 Major Arterial 1300 55365 343 344 0.065 11 1 Minor Arterial 1300 20366 344 343 0.065 11 1 Minor Arterial 1300 20367 354 355 0.062 12 1 Principal Arterial
___1700 35368 355 354 0.062 12 1 Principal Arterial 1700 35369 295 356 0.034 12 1 Principal Arterial 1700 30370 356 295 0.034 12 1 Principal Arterial 1700 30371 358 359 0.029 12 1 Principal Arterial 1700 35372 359 358 0.029 12 1 Principal Arterial 1700 35373 364 365 0.076 12 1 Major Arterial 1300 45374 365 364 0.076 12 1 Major Arterial 1300 45375 249 377 0.452 12 3 Principal Arterial 5025 45376 377 249 0.452 12 2 Principal Arterial 3350 45377 385 386 0.062 12 1 Principal Arterial 1700 30378 386 385 0.062 12 1 Principal Arterial 1700 30379 392 393 0.099 12 1 Major Arterial 1300 55380 393 392 0.099 12 1 Major Arterial 1300 55381 401 402 0.298 12 1 Principal Arterial 1600 55382 402 401 0.298 12 1 Principal Arterial 1600 55383 410 411 0.198 12 1 1 Major Arterial 1300 40384 411 410 0.198 12 1 Major Arterial 1300 40385 413 414 0.176 12 1 Major Arterial 1700 45386 414 413 0.176 12 1 Major Arterial 1700 45387 423 424 0.811 12 1 Principal Arterial 1600 45388 424 423 0.811 12 1 Principal Arterial 1600 45389 291 429 1.008 12 1 Major Arterial 1300 55390 429 291 1.008 12 1 Major Arterial 1300 55391 305 433 1.012 12 1 Major Arterial 1300 45Page 7 of 36Page 7of 36Appendix C Page 8 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)_______ (ml) Width (ft) Lanes Rate________
________392 433 305 1.012 12 1 Major Arterial 1300 45393 339 439 0.07 12 1 Major Arterial 1300 45394 439 339 0.07 12 1 Major Arterial 1300 45-395 745 746 0.071 12 1 Major Arterial 1300 55-396 746 745 0.071 12 1 Major Arterial 1300 55397 748 739 0.256 12 2 Ramp 3000 45398 752 756 0.044 12 1 Major Arterial 1700 35399 756 752 0.044 12 1 Major Arterial 1700 35-400 759 760 0.755 12 1 Major Arterial 1300 1 55401 760 759 0.755 12 1 Major Arterial 1300 55402 387 761 0.754 12 1 Major Arterial 1300 55403 761 387 0.754 12 1 Major Arterial 1300 55404 760 761 0.508 12 1 Major Arterial 1300 55-405 761 760 0.508 12 1 Major Arterial 1300 55406 702 792 0.292 12 2 Major Arterial 3100 45407 792 702 0.292 12 2 Major Arterial 3100 45408 647 793 0.021 12 1 Major Arterial 1300 45-409 793 647 0.021 12 1 Major Arterial 1300 45410 797 705 1.465 12 2 Freeway 4100 65411 798 634 0.462 12 3 Freeway 6150 65412 799 800 0.026 12 1 Minor Arterial 1700 40413 800 799 0.026 12 1 Minor Arterial 1700 40414 799 801 0.017 12 1 Major Arterial 1700 45415 801 799 0.017 12 1 Major Arterial 1700 45416 813 815 0.226 12 1 Collector
/Local Road 1700 40417 815 813 0.226 12 1 Collector
/Local Road 1700 40418 818 819 0.057 12 2 Collector
/Local Road 3400 40-419 819 818 0.057 12 2 Collector
/Local Road 3400 40420 826 827 0.053 12 1 Collector/
Local Road 1700 40421 827 826 0.053 12 1 Collector/
Local Road 1700 40-422 829 830 0.178 12 1 Minor Arterial 1700 35423 830 829 0.178 12 1 Minor Arterial 1700 35-424 644 695 0.278 12 2 Principal Arterial 3350 45425 695 644 0.278 12 2 Principal Arterial 3350 45426 834 696 0.19 12 1 Ramp 1500 35427 838 840 0.08 12 2 Collector
/ Local Road 2600 40428 840 838 0.08 12 2 Collector/
Local Road 2600 40-429 845 844 0.178 12 2 Principal Arterial 3350 45430 843 846 0.173 12 4 Principal Arterial 5600 30-431 846 847 0.123 12 3 Principal Arterial 4200 30432 856 857 0.488 12 2 Principal Arterial 3350 45433 857 856 0.488 12 2 Principal Arterial 3350 45-434 846 845 0.175 12 1 Collector/
Local Road 1700 40435 844 843 0.172 12 1 Collector
/ Local Road 1700 40436 852 853 0.05 12 1 Collector
/ Local Road 1700 40437 853 852 0.05 12 1 Collector
/ Local Road 1700 40438 851 850 0.05 12 1 Major Arterial 1700 45-439 446 447 0.026 12 1 Collector
/ Local Road 1300 40440 447 448 0.035 12 1 Collector/
Local Road 1300 40441 308 450 0.014 12 1 Collector
/Local Road 1300 40442 450 308 0.014 12 1 Collector
/ Local Road 1300 40443 344 451 0.057 12 1 Major Arterial 1300 45444 451 344 0.057 12 1 Major Arterial 1300 45445 376 377 0.014 12 1 Collector/
Local Road 1300 40446 377 376 0.014 12 1 Collector/
Local Road 1300 40447 465 468 0.619 12 1Major Arterial 1300 55Page 8 of 36Page 8of 36Appendix C Page 9 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ (mi) Width (ft) Lanes Rate (vehlhr)
____448 468 465 0.619 12 1 Major Arterial 1300 55449 278 276 0.286 12 2 Principal Arterial 3350 45450 747 867 0.128 12 1 Collector!
Local Road 1300 40451 867 747 0.128 12 1 Collector!/
Local Road 1300 40452 662 664 0.938 12 1 Major Arterial 1300 55453 664 662 0.938 12 1 Major Arterial 1300 55454 656 722 0.861 12 1 Major Arterial 1300 45455 722 656 0.861 12 1 Major Arterial 1300 45456 874 578 0.191 12 2 Freeway 4100 65457 608 610 0.485 12 1 Major Arterial 1300 50458 610 608 0.485 12 1 Major Arterial 1300 50459 872 648 0.25 12 1 Ramp 1500 55460 645 834 0.436 12 2 Principal Arterial 3350 45461 834 645 0.436 12 2 Principal Arterial 3350 45462 561 877 1.08 12 2 Freeway 4100 65463 644 834 0.688 12 1 Ramp 1500 35464 695 645 0.774 12 1 Ramp 1500 35465 793 794 2.217 12 1 Minor Arterial 1300 55466 794 793 2.217 12 1 Minor Arterial 1300 55467 870 878 0.153 12 1 Ramp 1500 35468 801 802 0.054 12 1 Collector!/
Local Road 1700 40469 802 801 0.054 12 1 Collector
/Local Road 1700 40470 622 614 0.389 12 1 Ramp 1500 35471 709 737 0.233 12 1 Ramp 1500 35472 772 879 0.224 12 1 Major Arterial 1300 45473 879 772 0.224 12 1 Major Arterial 1300 45474 1 880 881 0.262 12 1 1 Major Arterial 1300 45475 881 880 0.262 12 1 Major Arterial 1300 45476 757 763 0.208 11 1 Major Arterial 1300 30477 763 757 0.208 11 1 Major Arterial 1300 30478 723 763 0.408 12 1 Major Arterial 1300 45479 763 723 0.408 12 1 Major Arterial 1300 45480 722 770 1.104 12 1 Ramp 1500 35481 769 770 1.872 12 2 Freeway 4100 65482 653 654 0.24 12 1 Major Arterial 1300 45483 654 653 0.24 12 1 Major Arterial 1300 45484 641 642 0.258 12 2 Major Arterial 3600 50485 642 641 0.258 12 2 Major Arterial 3600 50486 705 640 0.677 12 2 Freeway 4100 65487 637 798 1.502 12 2 Freeway 4100 65488 631 885 0.1 12 2 Freeway 4100 45489 888 699 0.558 12 2 Freeway 4100 45490 700 888 0.558 12 2 Freeway 4100 45491 889 887 0.862 12 1 Ramp 1500 55492 651 779 0.25 12 2 Principal Arterial 3350 45493 779 651 0.25 12 2 Principal Arterial 3350 45494 889 886 0.824 12 1 Ramp 1500 55495 649 698 0.021 12 2 Principal Arterial 3350 45496 698 649 0.02 1 12 2 Principal Arterial 3350 45497 829 833 0.189 12 2 Principal Arterial 3350 45498 833 829 0.189 12 2 Principal Arterial 3350 45499 894 895 0.262 12 1 Ramp 1500 35500 620 624 0.208 12 2 Freeway 4100 65501 894 623 0.205 12 2 Freeway 4100 65502 623 613 0.071 12 2 Freeway 4100 65503 622 895 0.066 12 1 Major Arterial 1700 45Page 9 of 36Page 9of 36Appendix C Page 10 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ _____ ______ (mi) Width (ft) Lanes ___________
Rate (vehlhr)
____504 895 622 0.066 12 1 Major Arterial 1700 45505 619 895 0.121 12 1 Major Arterial 1700 45506 895 619 0.121 12 1 Major Arterial 1700 45507 615 617 0.222 12 2 Principal Arterial 3350 45508 617 615 0.222 12 2 Principal Arterial 3350 45509 615 625 0.047 12 2 Principal Arterial 3350 45510 625 615 0.047 12 2 Principal Arterial 3350 45511 614 896 0.026 12 2 Freeway 4100 65512 897 894 0.01 12 2 Freeway 4100 65513 856 898 0.051 12 2 Principal Arterial 3350 45514 898 856 0.051 12 2 Principal Arterial 3350 45515 899 900 0.092 12 1 Major Arterial 1300 45516 900 899 0.092 12 1 Major Arterial 1300 45517 899 901 0.066 12 1 Major Arterial 1300 45518 901 899 0.066 12 1 Major Arterial 1300 45519 590 595 1.317 12 1 Ramp 1500 55520 589 691 0.649 12 2 Freeway 4100 65521 688 588 0.836 12 1 Ramp 1500 55522 880 904 0.198 12 1 Principal Arterial 1600 45523 904 880 0.198 12 1 Principal Arterial 1600 45524 718 904 0.622 12 1 Principal Arterial 1700 45525 904 718 0.622 12 1 Principal Arterial 1700 45526 565 841 0.127 12 2 Principal Arterial 3350 45527 866 907 0.295 12 2 Major Arterial 2700 35528 907 866 0.295 12 2 Major Arterial 2700 35529 758 764 0.084 12 1 Major Arterial 1300 45530 764 758 0.084 12 1 Major Arterial 1300 45531 884 908 0.198 12 1 Major Arterial 1300 45532 908 884 0.198 12 1 Major Arterial 1300 45533 666 713 0.017 12 2 Principal Arterial 3350 45534 713 666 0.017 12 2 Principal Arterial 3350 45535 711 601 0.279 12 1 Ramp 1500 35536 877 890 0.316 12 1 Ramp 1500 55537 651 890 0.089 12 2 Principal Arterial 3350 45538 890 651 0.089 12 2 Principal Arterial 3350 45539 558 641 0.579 12 1 Ramp 1500 55540 639 706 0.102 12 1 Ramp 1500 35541 340 470 0.727 12 1 Minor Arterial 1300 40542 470 340 0.727 12 1 Minor Arterial 1300 40543 153 129 0.177 12 2 Freeway 4100 60544 137 476 0.127 12 2 Principal Arterial 3350 40545 141 477 0.057 12 2 Principal Arterial 3350 40546 478 139 0.134 12 2 Principal Arterial 3700 50547 389 483 0.252 12 1 Minor Arterial 1300 40548 483 389 0.252 12 1 Minor Arterial 1300 40549 247 436 2.35 1 12 2 Principal Arterial 3800 65550 469 247 0.72 1 12 2 Principal Arterial 3800 65551 256 317 0.126 12 1 Major Arterial 1300 45552 317 256 0.126 12 1 Major Arterial 1300 45553 216 209 0.345 12 1 Major Arterial 1300 45554 287 198 0.47 12 2 Freeway 4100 65555 199 195 0.473 12 2 Freeway 4100 65556 205 199 2.279 12 2 Freeway 4100 65557 188 187 0.523 12 2 Freeway 4100 65558 315 330 1.263 12 1 Major Arterial 1300 55559 1-330 315 1.263 12 1 Major Arterial 1300 55Page 10 of 36Page10 o 36Appendix C Page 11 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ ______ (ml) Width (ft) Lanes ___________
Rate (vehlhr)
____560 464 484 0.111 11 1 Major Arterial 1300 30561 484 464 0.111 11 1 Major Arterial 1300 30562 318 464 0.409 11 1 Minor Arterial 1300 30563 464 318 0.409 11 1 Minor Arterial 1300 30564 109 ill 0.628 12 2 Freeway 4100 65565 389 444 1.054 12 1 Major Arterial 1300 45566 444 389 1.054 12 1 Major Arterial 1300 45567 486 487 0.023 12 1 Minor Arterial 1300 40568 487 486 0.023 12 1 Minor Arterial 1300 40569 486 488 0.024 12 1 Minor Arterial 1300 40570 488 486 0.024 12 1 Minor Arterial 1300 40571 487 488 0.016 12 1 Minor Arterial 1300 40572 488 487 0.016 12 1 Minor Arterial 1300 40573 427 489 0.994 12 1 Major Arterial 1300 55574 489 427 0.994 12 1 Major Arterial 1300 55575 191 431 1.53 12 1 Major Arterial 1300 55576 431 191 1.53 12 1 Major Arterial 1300 55577 346 347 0.16 12 1 Major Arterial 1300 55578 347 346 0.16 12 1 Major Arterial 1300 55579 355 356 0.116 12 1 Principal Arterial 1700 30580 356 355 0.116 12 1 Principal Arterial 1700 30581 359 453 0.795 12 1 Principal Arterial 1600 40582 453 359 0.795 12 1 Principal Arterial 1600 40583 490 491 2.012 12 1 Major Arterial 1300 45584 491 490 2.012 12 1 Major Arterial 1300 45585 307 491 0.068 12 1 Major Arterial 1300 40586 491 307 0.068 12 1 Major Arterial 1300 40587 191 401 4.926 12 1 Principal Arterial 1600 55588 401 191 4.926 12 1 Principal Arterial 1600 55589 312 494 0.078 12 1 Major Arterial 1300 55590 494 312 0.078 12 1 Major Arterial 1300 55591 247 363 0.18 12 1 Principal Arterial 1600 45592 363 247 0.18 12 1 Principal Arterial 1600 45593 290 383 0.144 12 1 Principal Arterial 1700 55594 383 290 0.144 12 1 Principal Arterial 1700 55595 350 497 0.071 12 1 Principal Arterial 1700 55596 497 350 0.071 12 1 Principal Arterial 1700 55597 248 498 0.124 12 1 Principal Arterial 1700 45598 498 248 0.124 12 1 Principal Arterial 1700 45599 250 500 0.077 12 2 Principal Arterial 3800 65600 500 250 0.077 12 2 Principal Arterial 3800 65601 250 499 0.065 12 1 Principal Arterial 1600 55602 499 250 0.065 12 1 Principal Arterial 1600 55603 499 500 0.124 12 1 Major Arterial 1300 50604 265 502 0.007 12 1 Major Arterial 1300 50605 412 502 0.137 12 2 Principal Arterial 3350 45606 502 503 0.842 12 2 Principal Arterial 3350 45607 503 432 0.426 12 2 Principal Arterial 3350 45608 300 503 1.189 12 1 Ramp 1500 35609 503 264 0.02 12 1 Major Arterial 1300 50610 502 301 1.005 12 1 Ramp 1500 35611 265 412 0.136 12 2 Principal Arterial 3350 45612 398 504 0.853 12 1 Major Arterial 1300 55613 504 398 0.853 12 1 Major Arterial 1300 55614 504 505 0.15 12 1 Major Arterial 1300 55615 505 504 0.15 12 1 Major Arterial 1300 55_Page I I of 36Page11 o 36Appendix C Page 12 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ _______(mi)
Width (ft) Lanes ___________
Rate (vehlhr)616 367 369 0.27 12 1 Major Arterial 1300 50617 369 367 0.27 12 1 Major Arterial 1300 50618 94 366 0.174 12 2 Principal Arterial 3350 45619 506 507 0.158 12 2 Principal Arterial 3350 45620 279 506 0.01 12 1 Minor Arterial 1300 35621 506 279 0.01 12 1 Minor Arterial 1300 35622 507 279 0.162 12 2 Principal Arterial 3350 45623 123 506 0.522 12 2 Principal Arterial 3350 45624 420 508 0.03 12 1 Major Arterial 1700 45625 508 420 0.03 12 1 Major Arterial 1700 45626 477 140 0.082 12 2 Principal Arterial 3350 40627 476 141 0.016 12 2 Principal Arterial 3350 40628 510 509 0.027 12 2 Principal Arterial 3700 50629 140 510 0.087 12 2 Principal Arterial 3700 50630 477 476 0.043 12 1 Principal Arterial 1700 45631 478 510 0.044 12 1 Principal Arterial 1700 45632 266 333 0.252 12 1 Minor Arterial 1300 55633 333 266 0.252 12 1 Minor Arterial 1300 55634 905 831 0.157 12 2 Principal Arterial 3350 45635 832 905 0.152 12 2 Principal Arterial 3350 45636 899 914 0.143 12 1 Collector/
Local Road 1300 40637 914 899 0.143 12 1 Collector
/Local Road 1300 40638 484 511 0.51 11 1 Major Arterial 1300 30639 511 484 0.51 11 1 Major Arterial 1300 30640 316 511 0.247 12 1 Major Arterial 1300 35641 511 316 0.247 12 1 Major Arterial 1300 35642 136 513 0.076 12 2 Principal Arterial 3350 40643 515 516 0.03 12 1 Minor Arterial 1300 35644 516 515 0.03 12 1 Minor Arterial 1300 35645 113 119 0.715 12 2 Freeway 4100 65646 517 518 0.007 12 2 Collector
/Local Road 1600 40647 519 517 0.009 12 2 Minor Arterial 2600 40648 520 519 0.007 12 2 Collector!/
Local Road 1600 40649 441 523 0.007 12 2 Principal Arterial 3350 45650 524 94 0.168 12 2 Principal Arterial 3350 45651 517 527 0.131 12 1 Minor Arterial 1300 35652 527 518 0.131 12 1 Minor Arterial 1300 35653 409 528 0.007 12 2 Collector!/
Local Road 1600 40654 528 409 0.007 12 2 Collector!/
Local Road 1600 40655 520 531 0.17 12 2 Minor Arterial 2600 40656 531 528 0.276 12 2 Minor Arterial 3400 40657 532 174 0.007 12 2 Principal Arterial 3350 45658 175 529 0.007 12 2 Principal Arterial 3350 45659 518 520 0.009 12 2 Minor Arterial 2600 40660 529 532 0.009 12 1 Minor Arterial 1700 35661 533 519 0.036 12 2 Minor Arterial 2600 40662 907 920 0.09 12 1 Major Arterial 1300 35663 920 907 0.09 12 1 Major Arterial 1300 35664 922 594 1.836 12 2 Freeway 4100 55665 917 918 0.088 10 1 Collector/
Local Road 800 15666 918 917 0.088 10 1 Collector
/Local Road 800 15667 733 862 0.077 12 1 Major Arterial 1700 55668 862 733 0.077 12 1 Major Arterial 1700 55669 730 863 0.294 12 1 Major Arterial 1700 40670 863 730 0.294 12 1 Major Arterial 1700 40671 536 146 0.008 12 2 Principal Arterial 3350 45Page 12 of 36Page12 o 36Appendix C Page 13 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhw FFS (mph)______ ______ (mi) Width (ft) Lanes Rate________
__________
_____672 147 535 0.008 12 2 Principal Arterial 3350 45673 535 536 0.008 12 1 Minor Arterial 1700 35674 538 542 0.039 12 2 Principal Arterial 3350 40675 542 538 0.039 12 2 Principal Arterial 3350 40_676 541 542 .0.025 12 2 Principal Arterial 3350 45677 542 541 0.025 12 2 Principal Arterial 3350 45678 539 541 0.004 12 2 Principal Arterial 3350 45679 541 539 0.004 12 2 Principal Arterial 3350 45680 479 512 0.233 12 1 Major Arterial 1300 45681 512 479 0.233 12 1 Major Arterial 1300 45682 329 479 0.014 12 1 Major Arterial 1700 45683 479 329 0.014 12 1 Major Arterial 1700 45684 481 489 0.004 12 1 Major Arterial 1300 45685 489 481 0.004 12 1 -Major Arterial 1300 45686 460 505 0.003 12 1 Major Arterial 1300 45687 505 460 0.003 12 1 Major Arterial 1300 45688 456 458 0.075 12 1 Principal Arterial 1700 35689 458 456 0.075 12 1 Principal Arterial 1700 35690 358 456 0.002 12 1 -Principal Arterial 1700 45691 456 358 0.002 12 1 Principal Arterial 1700 45692 249 545 0.359 12 2 Principal Arterial 3350 45693 545 249 0.359 12 3 Principal Arterial 5025 45694 370 480 0.075 12 1 Major Arterial 1300 45695 480 370 0.075 12 1 Major Arterial 1300 45696 296 547 0.318 12 2 Principal Arterial 3800 65697 546 246 0.318 12 2 Principal Arterial 3800 65698 392 549 1.116 12 1 Major Arterial 1300 45699 549 392 1.116 12 1 Major Arterial 1300 45700 363 550 .0.076 12 1 Principal Arterial 1600 45701 550 363 0.076 12 1 Principal Arterial 1600 45702 295 553 0.021 12 1 Major Arterial 1700 45703 553 295 0.021 12 1 Major Arterial 1700 45704 356 553 0.047 12 1 Collector/
Local Road 800 55705 247 554 0.569 12 2 Principal Arterial 3700 55706 554 247 0.569 12 2 Principal Arterial 3700 55707 549 928 0.754 10 1 Collector/
Local Road 800 15708 928 549 0.754 10 1 Collector
/ Local Road 800 15709 401 929 3.285 10 1 Collector
/ Local Road 800 15710 929 401 3.285 10 1 Collector
/Local Road 800 15711 313 931 2.869 10 1 Collector/
Local Road 800 15712 931 313 2.869 10 1 Collector
/Local Road 800 15713 311 932 5.107 10 1 Collector
/Local Road 800 15714 932 311 5.107 10 1 Collector
/Local Road 800 15715 489 933 4.092 10 1 Collector
/ Local Road 800 15716 933 489 4.092 10 1 Collector/
Local Road 800 15717 483 935 1.095 10 1 Collector/
Local Road 800 15718 935 483 1.095 10 1 Collector
/Local Road 800 15719 404 936 6.801 10 1 Collector
/Local Road 800 15720 936 404 6.801 10 1 Collector/
Local Road 800 15721 393 937 3.31 10 1 Collector
/ Local Road 800 15722 937 393 3.31 10 1 Collector
/ Local Road 800 15723 761 939 3.207 10 1 Collector
/Local Road 800 15724 939 761 3.207 10 1 Collector
/ Local Road 800 15725 760 940 4.836 10 1 Collector
/ Local Road 800 15726 940 760 4.836 10 1 1 Collector/
Local Road 800 1577 764 941 1.209 10 1 Collector
/ Local Road 800 15Page 13 of 36Page13 o 36Appendix C Page 14 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ (ml) Width (ft) Lanes ___________
Rate (vehlhr)
____728 941 764 1.209 10 1 Collector
/Local Road 800 15729 403 938 5.791 10 1 Collector
/ Local Road 800 15730 938 403 5.791 10 1 Collector
/ Local Road 800 15731 391 942 2.868 10 1 Collector/
Local Road 800 15732 942 391 2.868 10 1 Collector/
Local Road 800 15733 943 944 6.607 10 1 Collector
/ Local Road 800 15734 944 943 6.607 10 1 Collector
/ Local Road 800 15735 661 944 3.381 10 1 Collector/
Local Road 800 15736 944 661 3.381 10 1 Collector/
Local Road 800 15737 246 296 0.047 10 1 Collector
/ Local Road 800 15738 296 246 0.047 10 1 Collector
/Local Road 800 15739 296 946 3.547 10 1 Collector
/Local Road 800 15740 946 296 3.547 10 1 Collector
/ Local Road 800 15741 777 947 10.896 10 1 Collector
/ Local Road 800 15-742 947 777 10.896 10 1 Collector
/ Local Road 800 15743 749 949 0.786 10 1 Collector
/Local Road 800 15744 949 749 0.786 10 1 Collector
/ Local Road 800 15745 778 950 7.03 10 1 Collector/
Local Road 800 15746 950 778 7.03 10 1 Collector
/ Local Road 800 15747 781 951 9.476 10 1 Collector
/Local Road 800 15-748 951 781 9.476 10 1 Collector
/ Local Road 800 15749 350 953 3.045 10 1 Collector/
Local Road 800 15750 953 350 3.045 10 1 Collector
/ Local Road 800 15751 362 954 0.812 10 1 Collector
/Local Road 800 15-752 954 362 0.812 10 1 Collector
/Local Road 800 15753 354 955 0.74 10 1 Collector
/ Local Road 800 15754 955 354 0.74 1 10 1 Collector
/ Local Road 800 15755 459 956 0.547 10 1 Collector
/ Local Road 800 15756 956 459 0.547 10 1 Collector
/Local Road 800 15757 457 957 0.857 10 1 Collector
/Local Road 800 15758 957 457 0.857 10 1 Collector
/ Local Road 800 15759 354 959 0.618 10 1 Collector
/ Local Road 800 15760 959 354 0.618 10 1 Collector/
Local Road 800 15761 385 959 1.036 10 1 Collector/
Local Road 800 15762 959 385 1.036 10 1 Collector
/ Local Road 800 15763 956 959 0.605 10 1 Collector
/ Local Road 800 15764 959 956 0.605 10 1 Collector
/ Local Road 800 15765 459 958 1.045 10 1 Collector
/ Local Road 800 15766 958 459 1.045 10 1 Collector
/Local Road 800 15767 436 961 3.204 10 1 Collector
/ Local Road 800 15768 961 436 3.204 10 1 Collector
/ Local Road 800 15-769 436 469 0.047 10 1 Collector/
Local Road 800 15770 469 436 0.047 10 1 Collector
/ Local Road 800 15771 962 963 2.887 10 -1 Collector
/ Local Road 800 15772 963 962 2.887 10 1 Collector
/Local Road 800 15773 480 963 0.156 10 1 Collector/
Local Road 800 15774 963 480 0.156 10 1 Collector/
Local Road 800 15775 370 963 0.187 10 1 Collector
/ Local Road 800 15776 963 370 0.187 10 1 Collector
/ Local Road 800 15777 461 965 1.013 10 1 Collector/
Local Road 800 15778 965 461 1.013 10 1 Collector
/Local Road 800 15779 433 966 3.35 10 1 Collector/
Local Road 800 15780 966 433 3.35 10 -1 Collector
/Local Road 800 15781 430 967 5.435 10 1 Collector
/Local Road 800 15782 967 430 -5.435 10 1 Collector
/ Local Road 800 15783 3-04 969 9.455 10O- 1 Collector/
Local Road 800 15Page 14 of 36Page14 o 36Appendix C Page 15 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______________
(mi) Width (ft) Lanes ___________
Rate (vehlhr)
_____784 969 304 9.455 10 1 Collector/
Locai Road 800 15785 306 970 5.245 10 1 Collector
/ Local Road 800 15786 970 306 5.245 10 1 Collector/
Local Road 800 15787 326 971 1.598 10 1 Collector/
Local Road 800 15788 971 326 1.598 10 1 Collector
/Local Road 800 15789 269 972 5.333 10 1 Collector
/Local Road 800 15790 972 269 5.333 10 1 Collector/
Local Road 800 15791 238 973 6.944 10 1 Collector/
Local Road 800 15792 973 238 6.944 10 1 Collector/
Local Road 800 15793 336 974 8.182 10 1 Collector/
Local Road 800 15794 974 336 8.182 10 1 Collector
/ Local Road 800 15795 443 975 3.31 10 1 Collector
/Local Road 800 15796 975 443 3.31 10 1 Collector
/ Local Road .800 15797 442 443 0.045 10 1 Collector
/ Local Road 800 15798 443 442 0.045 10 1 Collector/
Local Road 800 15799 416 976 0.869 10 1 Collector/
Local Road 800 15800 976 416 0.869 10 1 Collector
/Local Road 800 15801 309 977 7.569 10 1 Collector
/ Local Road 800 15802 977 309 7.569 10 1 Collector/
Local Road 800 15803 424 978 4.683 10 1 Collector/
Local Road 800 15804 978 424 4.683 10 1 Collector
/ Local Road 800 15805 1 926 1.405 10 1 Collector
/ Local Road 800 25806 926 1 1.405 10 1 Collector
/ Local Road 800 25807 2 400 1.252 10 1 Collector/
Local Road 800 25808 400 2 1.252 10 1 Collector
/ Local Road 800 25809 3 928 0.637 10 1 Collector/
Local Road 800 25810 928 3 0.637 10 1 Collector
/ Local Road 800 25811 4 927 0.416 10 -1 Collector
/ Local Road 800 25812 927 4 0.416 10 1 Collector/
Local Road 800 25813 5 964 0.365 10 1 Collector/
Local Road 800 25814 964 5 0.365 10 1 Collector
/ Local Road 800 25815 6 504 1.675 10 1 Collector
/ Local Road 800 25816 504 6 1.675 10 1 Collector
/ Local Road 800 25817 7 965 0.31 10 1 Collector/
Local Road 800 25818 965 7 0.31 10 1 Collector
/ Local Road 800 25819 8 942 0.256 10 1 Collector
/Local Road 800 25820 942 8 0.256 10 1 Collector/
Local Road 800 25821 9 937 0.468 10 1 Collector/
Local Road 800 25822 937 9 0.468 10 1 Collector
/ Local Road 800 25823 10 943 1.405 10 1 Collector
/ Local Road 800 25824 943 10 1.405 10 1 Collector
/ Local Road 800 25825 11 938 0.761 10 1 Collector/
Local Road 800 25826 938 11 0.761 10 1 Collector
/ Local Road 800 25827 12 940 0.606 10 1 Collector/
Local Road 800 25828 940 12 0.606 10 1 Collector
/ Local Road 800 25829 13 944 0.472 10 1 Collector
/ Local Road 800 25830 944 13 0.472 10 1 Collector
/ Local Road 800 25831 14 939 0.278 10 1 Collector/
Local Road 800 25832 939 14 0.278 10 1 Collector
/ Local Road 800 25833 15 978 2.197 10 1 Collector
/Local Road 800 25834 978 15 2.197 10 1 Collector
/Local Road 800 25835 16 936 0.635 10 1 Collector/ILocal Road 800 25836 936 16 0.635 10 1 Collector/I Local Road 800 25837 17 929 1.42 10 1 Collector/
Local Road 800 25838 929 17 1.42 10 1 Collector/
Local Road 800 25839 18 930 0.646 10 1 Collector
/ Local Road 800 25Page 15 of 36Page15 o 36Appendix C Page 16 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)S~~~(mi)
Width (ft) Lanes ___________
Rate (vehlhr)
____840 930 18 0.646 10 1 Collector!
Local Road 800 25841 19 493 1.205 10 1 Collector!/
Local Road 800 25842 493 19 1.205 10 1 Collector
/ Local Road 800 25843 20 967 1.32 10 1 Collector
/Local Road 800 25844 967 20 1.32 10 1 Collector!
Local Road 800 25845 21 931 0.917 10 1 Collector!/
Local Road 800 25846 931 21 0.917 10 1 Collector!/
Local Road 800 25847 22 429 1.732 10 1 Collector!/
Local Road 800 25848 429 22 1.732 10 1 Collector
/Local Road 800 25849 23 966 0.896 10 1 Collector!
Local Road 800 25850 966 23 0.896 10 1 Collector!
Local Road 800 25851 24 969 0.712 10 1 Collector!/
Local Road 800 25852 969 24 0.7 12 10 1 Collector!/
Local Road 800 25853 25 334 1.934 10 1 Collector
/Local Road 800 25854 334 25 1.934 10 1 Collector!
Local Road 800 25855 26 970 0.924 10 1 Collector!/
Local Road 800 25856 970 26 0.924 10 1 Collector!/
Local Road 800 25857 27 974 2.737 10 1 Collector!/
Local Road 800 25858 974 27 2.737 10 1 Collector!
Local Road 800 25859 28 961 1.214 10 1 Collector!
Local Road 800 25860 961 28 1.214 10 1 Collector!/
Local Road 800 25861 29 554 0.676 10 1 Collector!/
Local Road 800 25862 554 29 0.676 10 1 Collector!
Local Road 800 25863 30 962 0.693 10 1 Collector!/
Local Road 800 25864 962 30 0.693 10 1 Collector!/
Local Road 800 25865 31 975 0.993 10 1 Collector!/
Local Road 800 25866 975 31 0.993 10 1 Collector!/
Local Road 800 25867 32 953 0.232 10 1 Collector!
Local Road 800 25868 953 32 0.232 10 1 Collector!/
Local Road 800 25869 33 952 0.542 10 1 Collector!/
Local Road 800 25870 952 33 0.542 10 1 Collector!/
Local Road 800 25871 34 957 0.117 10 1 Collector!/
Local Road 800 25872 957 34 0.117 10 1 Collector!/
Local Road 800 25873 35 954 0.315 10 1 Collector!/
Local Road 800 25874 954 35 0.315 10 1 Collector/
Local Road 800 25875 36 956 0.064 10 1 Collector!/
Local Road 800 25876 956 36 0.064 10 1 Collector!/
Local Road 800 25877 37 955 0.15 10 1 Collector!/
Local Road 800 25878 955 37 0.15 10 1 Collector/
Local Road 800 25879 38 357 0.243 10 1 Collector!/
Local Road 800 25880 357 38 0.243 10 1 Collector!/
Local Road 800 25881 39 958 0.129 10 1 Collector!/
Local Road 800 25882 958 39 0.129 10 1 Collector!
Local Road 800 25883 40 945 0.449 10 1 Collector!
Local Road 800 25884 945 40 0.449 10 1 Collector!/
Local Road 800 25885 41 378 0.151 10 1 Collector!/
Local Road 800 25886 378 41 0.151 10 1 Collector!/
Local Road 800 25887 42 946 0.415 10 1 Collector
/Local Road 800 25888 946 42 0.415 10 1 Collector!
Local Road 800 25889 43 327 0.888 10 1 Collector!
Local Road 800 25890 327 43 0.888 10 1 Collector!/
Local Road 800 25891 44 484 0.261 10 1 Collector!/
Local Road 800 25892 484 44 0.261 10 1 Collector!/
Local Road 800 25893 45 968 2.283 10 1 Collector!/
Local Road 800 25894 968 45 2.283 10 1 Collector!
Local Road 800 25895 46 462 0.524 10 1- Collector!/
Local Road 800 25Page 16 of 36Page16 o 36Appendix C Page 17 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ _____ ______ (ml) Width (ft) Lanes ___________
Rate (vehlhr)
____896 462 46 0.524 10 1 Collector
/ Local Road 800 25897 47 971 0.234 10 1 Collector
/ Local Road 800 25898 971 47 -0.234 10 1 Collector
/ Local Road 800 25-899 48 465 0.324 10 1 Collector
/ Local Road 800 25900 465 48 0.324 10 1 Collector
/ Local Road 800 25901 49 972 1.225 10 1 Collector
/ Local Road 800 25902 972 49 1.225 10 1 Collector
/ Local Road 800 25903 50 439 0.083 10 1 Collector
/ Local Road 800 25-904 439 50 0.083 10 1 Collector
/ Local Road 800 25905 51 973 1.091 10 1 Collector
/Local Road 800 25906 973 51 1.091 10 1 Collector/
Local Road 800 25907 52 960 0.96 10 1 Collector
/ Local Road 800 25908 960 52 0.96 10 1 Collector
/ Local Road 800 25-909 53 348 0.76 10 1 Collector/
Local Road 800 25910 348 53 0.76 10 1 Collector
/ Local Road 800 25911 54 947 2.25 10 1 Collector
/ Local Road 800 25912 947 54 2.25 10 1 Collector
/ Local Road 800 25913 55 949 0.512 10 1 Collector
/ Local Road 800 25-914 949 55 0.512 10 1 Collector
/ Local Road 800 25915 56 950 2.982 10 1 Collector
/ Local Road 800 25916 950 56 2.982 10 1 Collector
/Local Road 800 25917 57 948 1.113 10 1 Collector/
Local Road 800 25918 948 57 1.113 10 1 Collector/
Local Road 800 25919 58 951 1.3 10 1 Collector
/ Local Road 800 25920 951 58 1.3 10 1 Collector
/ Local Road 800 25921 59 941 0.184 10 _1 Collector
/ Local Road 800 25922 941 59 0.184 10 1 Collector
/Local Road 800 25923 60 789 0.52 10 1 Collector
/ Local Road 800 25-924 789 60 0.52 10 1 Collector/
Local Road 800 25-925 61 788 1.525 10 1 Collector/
Local Road 800 25926 788 61 1.525 10 1 Collector
/ Local Road 800 25927 62 765 0.498 10 1 Collector
/ Local Road 800 25928 765 62 0.498 10 1 Collector/
Local Road 800 25929 63 935 0.833 10 1 Collector
/ Local Road 800 25-930 935 63 0.833 10 1 Collector
/ Local Road 800 25931 64 445 0.411 10 1 Collector
/ Local Road 800 25932 445 64 0.411 10 1 Collector
/ Local Road 800 25933 65 934 0.372 10 1 Collector
/ Local Road 800 25934 934 65 0.372 10 1 Collector
/ Local Road 800 25-935 66 449 0.32 10 1 Collector
/ Local Road 800 25936 449 66 0.32 10 1 Collector/
Local Road 800 25937 67 933 0.866 10 1 Collector
/ Local Road 800 25938 933 67 0.866 10 1 Collector
/ Local Road 800 25939 68 977 1.434 10 1 Collector
/ Local Road 800 25940 977 68 1.434 10 1 Collector
/ Local Road 800 25941 69 932 1.193 10 1 Collector/
Local Road 800 25-942 932 69 1.193 10 1 Collector
/Local Road 800 25943 70 872 1.362 10 1 Collector
/ Local Road 800 25944 872 70 1.362 10 1 Collector/
Local Road 800 25945 71 920 1.414 10 1 Collector
/ Local Road 800 25946 920 71 1.414 10 1 Collector
/Local Road 800 25947 72 744 0.631 10 1 Collector
/ Local Road 800 25948 744 72 0.631 10 1 Collector
/ Local Road 800 25949 73 918 0.943 10 1 Collector
/ Local Road 800 25-950 918 73 0.943 10 1 Collector
/Local Road 800 25951 74 408 0.512 10 1 Collector
/ Local Road 800 25Page 17 of 36Page17 o 36Appendix C Page 18 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fhlhw FFS (mph)_____(ml)
Width (ft) Lanes Rate______r 952 408 74 0.512 10 1 Collector
/ Local Road 800 25953 75 421 2.284 10 1 Collector
/ Local Road 800 25954 421 75 2.284 10 1 Collector
/ Local Road 800 25955 76 413 1.822 10 1 Collector
/ Local Road 800 25956 413 76 1.822 10 1 Collector
/Local Road 800 25957 77 525 0.695 10 1 Collector/
Local Road 800 25958 525 77 0.695 10 1 Collector/I Local Road 800 25959 78 816 0.207 10 1 Collector
/ Local Road 800 25960 816 78 0.207 10 1 Collector
/ Local Road 800 25961 79 825 0.368 10 1 Collector
/ Local Road 800 25962 825 79 0.368 10 1 Collector
/ Local Road 800 25963 80 828 0.344 10 1 Collector
/ Local Road 800 25964 828 80 0.344 10 1 Collector
/ Local Road 800 25965 81 917 0.8 10 1 Collector/I Local Road 800 25966 917 81 0.8 10 1 Collector
/ Local Road 800 25967 82 976 0.475 10 1 Collector
/ Local Road 800 25968 976 82 0.475 10 1 Collector
/ Local Road 800 25969 83 857 0.548 10 1 Collector
/ Local Road 800 25970 857 83 0.548 10 1 Collector
/ Local Road 800 25971 84 335 1.782 10 1 Collector/
Local Road 800 25972 335 84 1.782 10 1 Collector
/ Local Road 800 25973 173 410 1.572 12 1 Major Arterial 1300 55974 410 173 1.572 12 1 Major Arterial 1300 55 1975 530 174 0.048 12 1 Minor Arterial 1700 35976 183 191 1.013 12 1 Major Arterial 1300 55977 191 183 1.013 12 1 Major Arterial 1300 55978 193 380 2.085 12 1 Principal Arterial 1600 55979 380 193 2.085 12 1 Principal Arterial 1600 55980 196 197 0.434 12 1 Major Arterial 1300 55981 197 196 0.434 12 1 Major Arterial 1300 55982 204 203 0.245 12 1 Ramp 1500 35983 217 306 1.986 12 1 Major Arterial 1300 55984 306 217 1.986 12 1 Major Arterial 1300 55985 240 386 0.275 12 1 Principal Arterial 1700 40986 386 240 0.275 12 1 Principal Arterial 1700 40987 295 501 0.112 12 1 Principal Arterial 1700 30988 501 295 0.112 __12 1 Principal Arterial 1700 30989 152 155 0.349 12 2 Freeway 4100 60990 297 164 0.431 12 2 Principal Arterial 3700 50991 298 154 0.292 12 2 Freeway 4100 60992 514 299 0.082 12 2 Freeway 4100 60993 107 106 0.732 12 2 Principal Arterial 3350 40994 96 110 0.736 12 2 Principal Arterial 3350 40995 110 117 0.152 12 2 Principal Arterial 3350 40996 281 169 0.876 12 2 Freeway 4100 65997 97 99 0.81 12 2 Freeway 4100 65998 90 88 0.617 12 2 Freeway 4100 65999 284 85 0.608 12 2 Freeway 4100 651000 232 234 0.546 12 2 Freeway 4100 651001 300 302 0.569 12 2 Freeway 4100 651002 198 204 2.363 12 2 Freeway 4100 651003 206 205 0.307 12 2 Freeway 4100 651004 204 208 0.266 12 -2 Freeway 4100 651005 217 231 1.419 12 1 Major Arterial 1300 551006 231 217 1.419 12 1 Major Arterial 1300 551007 189 307 0.368 12 1 Major Arterial 1300 45Page 18 of 36Page18 o 36Appendix C Page 19 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______(ml)
Width (ft) Lanes Rate (vehlhr)
____1008 307 189 0.368 12 1 Major Arterial 1300 451009 190 492 0.309 12 1 Major Arterial 1300 401010 492 190 0.309 12 1 Major Arterial 1300 401011 179 308 1.979 12 1 Major Arterial 1300 551012 308 179 1.979 12 1 Major Arterial 1300 551013 311 312 4.873 12 1 Major Arterial 1300 551014 312 311 4.873 12 1 Major Arterial 1300 551015 312 313 4.364 12 1 Major Arterial 1300 551016 313 312 4.364 12 1 Major Arterial 1300 551017 313 493 1.751 12 1 Major Arterial 1300 551018 493 313 1.751 12 1 Major Arterial 1300 551019 243 494 0.314 12 1 Major Arterial 1300 451020 1 494 243 0.314 12 1 Major Arterial 1300 451021 319 488 1.528 12 1 Minor Arterial 1300 401022 488 319 1.528 12 1 Minor Arterial 1300 401023 321 322 0.562 12 1 Major Arterial 1700 451024 322 321 0.562 12 1 Major Arterial 1700 451025 229 322 0.156 12 1 Major Arterial 1700 451026 322 229 0.156 12 1 Major Arterial 1700 451027 326 333 1.787 12 1 Minor Arterial 1300 451028 333 326 1.787 12 1 Minor Arterial 1300 451029 317 327 0.508 12 1 Minor Arterial 1300 551030 327 317 0.508 12 1 Minor Arterial 1300 551031 317 328 0.154 12 1 Major Arterial 1700 451032 328 317 0.154 12 1 Major Arterial 1700 451033 330 331 1.723 12 1 Major Arterial 1300 551034 331 330 1.723 12 1 Major Arterial 1300 551035 221 331 0.243 12 1 Major Arterial 1300 451036 331 221 0.243 12 1 Major Arterial 1300 451037 229 332 0.249 12 1 Major Arterial 1700 451038 332 229 0.249 12 1 Major Arterial 1700 451039 218 334 5.381 12 1 Major Arterial 1300 451040 334 218 5.381 12 1 Major Arterial 1300 451041 218 335 4.294 12 1 Major Arterial 1300 451042 335 218 4.294 12 1 Major Arterial 1300 451043 336 337 2.061 12 1 Major Arterial 1300 451044 337 336 2.061 12 1 Major Arterial 1300 451045 273 338 0.973 12 1 Major Arterial 1300 451046 338 273 0.973 12 1 Major Arterial 1300 451047 92 340 6.521 12 1 Major Arterial 1300 451048 340 92 6.521 12 1 Major Arterial 1300 451049 341 342 0.056 11 1 Major Arterial 1300 201050 342 341 0.056 11 1 Major Arterial 1300 201051 251 342 0.496 12 1 Major Arterial 1300 451052 342 251 0.496 12 1 Major Arterial 1300 451053 251 485 0.095 12 1 Major Arterial 1300 451054 485 251 0.095 12 1 Major Arterial 1300 451055 252 343 0.124 12 1 Minor Arterial 1300 351056 343 252 0.124 12 1 1 Minor Arterial 1300 351057 344 452 0.158 11 1 Major Arterial 1300 201058 452 344 0.158 11 1 Major Arterial 1300 201059 345 452 7.157 12 1 Major Arterial 1300 551060 452 345 7.157 12 1 Major Arterial 1300 551061 148 151 0.376 12 2 Principal Arterial 3700 501062 165 163 0.364 12 2 Principal Arterial 3700 501063 248 545 0.209 12 2 Principal Arterial 3350 45Page 19 of 36Page19 o 36Appendix C Page 20 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)________(ml)
Width (ft) Lanes Rate (vehlhr)
_____1064 545 248 0.209 12 2 Principal Arterial 3350 451065 349 350 2.39 12 1 Principal Arterial 1600 551066 350 349 2.39 12 1 Principal Arterial 1600 551067 351 352 0.76 12 1 Principal Arterial 1600 451068 352 351 0.76 12 1 Principal Arterial 1600 451069 240 353 0.59 12 1 Principal Arterial 1700 351070 353 240 0.59 12 1 Principal Arterial 1700 351071 240 354 0.451 12 1 Principal Arterial 1700 351072 354 240 0.451 12 1 Principal Arterial 1700 351073 357 .458 0.16 12 1 Principal Arterial 1700 351074 458 357 0.16 12 1 Principal Arterial 1700 -351075 193 453 3.274 12 1 Principal Arterial 1600 551076 453 193 3.274 12 1 Principal Arterial 1600 551077 353 360 0.3d9 12 1 Major Arterial 1700 351078 360 353 0.39 12 1 Major Arterial 1700 351079 139 517 0.368 12 2 Collector/
Local Road 1600 401080 103 507 1.127 12 1 Principal Arterial 1600 451081 507 103 1.127 12 1 Principal Arterial 1600 451082 363 495 0.978 12 1 Major Arterial 1300 351083 495 363 0.978 12 1 Major Arterial 1300 351084 95 364 2.435 12 1 Major Arterial 1300 451085 364 95 2.435 12 1 Major Arterial 1300 451086 94 95 2.953 12 1 Major Arterial 1300 451087 95 94 2.953 12 1 Major Arterial 1300 451088 106 366 1.91 12 2 Principal Arterial 3350 401089 367 368 3.484 12 1 Major Arterial 1300 551090 368 367 3.484 12 1 -Major Arterial 1300 551091 269 367 0.204 11 1 Major Arterial 1300 301092 367 269 0.204 11 1 Major Arterial 1300 301093 283 369 1.067 12 1 Major Arterial 1300 551094 369 283 1.067 12 1 Major Arterial 1300 551095 372 500 2.503 12 2 Principal Arterial 3800 651096 184 373 1.079 12 2 Principal Arterial 3800 651097 374 185 1.078 12 2 Principal Arterial 3800 651098 500 375 1.179 12 2 Principal Arterial 3800 651099 185 378 0.393 12 1 Major Arterial 1300 451100 378 185 0.393 12 1 Major Arterial 1300 451101 378 379 0.477 12 1 Major Arterial 1300 451102 379 378 0.477 12 1 Major Arterial 1300 451103 181 379 5.159 12 1 Major Arterial 1300 551104 379 181 5.159 12 1 Major Arterial 1300 551105 381 457 0.19 12 1 Principal Arterial 1700 301106 457 381 0.19 12 1 Principal Arterial 1700 301107 290 382 0.299 12 1 Principal Arterial 1700 401108 382 290 0.299 12 1 Principal Arterial 1700 401109 384 385 0.188 12 1 Principal Arterial 1700 301110 385 384 0.188 12 1 Principal Arterial 1700 301111 390 521 5.127 12 1 Minor Arterial 1300 551112 521 390 5.127 12 1 Minor Arterial 1300 551113 293 521 0.618 12 1 Minor Arterial 1300 451114 521 293 0.618 12 1 Minor Arterial 1300 451115 134 167 1.796 12 1 Major Arterial 1300 451116 167 134 1.796 12 1 Major Arterial 1300 451117 133 166 0.235 12 1 Major Arterial 1700 451118 166 133 0.235 12 1 Major Arterial 1700 451119 181 391 1.389 12 1 Major Arterial 1300 55=Page 20 of 36Page20 o 36Appendix C Page 21 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)S (mi) Width (ft) Lanes Rate (vehlhr)
_____1120 391 181 1.389 12 1 Major Arterial 1300 551121 391 393 2.508 12 1 Major Arterial 1300 551122 393 391 2.508 12 1 Major Arterial 1300 551123 182 392 1.915 12 1 Major Arterial 1300 551124 392 182 1.915 12 1 Major Arterial 1300 551125 192 549 1.466 12 1 Major Arterial 1300 451126 549 192 1.466 12 1 Major Arterial 1300 451127 192 394 0.561 11 1 Major Arterial 1300 301128 394 192 0.561 11 1 Major Arterial 1300 301129 395 396 0.187 11 1 Major Arterial 1300 301130 396 395 0.187 11 1 Major Arterial 1300 301131 397 398 3.693 12 1 Major Arterial 1300 551132 398 397 3.693 12 1 Major Arterial 1300 551133 181 400 1.423 12 1 Major Arterial 1300 551134 400 181 1.423 12 1 Major Arterial 1300 551135 192 380 2.386 12 1 Principal Arterial 1600 551136 380 192 2.386 12 1 Principal Arterial 1600 551137 191 192 5.406 12 1 Principal Arterial 1600 551138 192 191 5.406 12 1 Principal Arterial 1600 551139 387 403 1.005 12 1 Major Arterial 1300 451140 403 387 1.005 12 1 Major Arterial 1300 451141 182 403 3.029 12 1 Major Arterial 1300 451142 403 182 3.029 12 1 _ Major Arterial 1300 451143 183 404 1.159 12 1 Major Arterial 1300 551144 404 183 1.159 12 1 Major Arterial 1300 551145 405 538 0.158 12 2 Principal Arterial 3350 401146 538 405 0.158 12 -2 Principal Arterial 3350 401147 407 540 0.608 12 2 Principal Arterial 3350 451148 540 407 0.608 12 2 Principal Arterial 3350 451149 175 409 0.149 12 2 Minor Arterial 3400 401150 101 168 0.621 12 2 Principal Arterial 3350 451151 167 115 0.619 12 2 Principal Arterial 3350 451152 176 388 2.576 12 1 Major Arterial 1300 551153 388 176 2.576 12 1 Major Arterial 1300 551154 264 302 0.744 12 1 Ramp 1500 351155 418 265 0.389 12 1 Ramp 1500 351156 176 303 0.225 12 1 Major Arterial 1300 401157 303 176 0.225 12 1 Major Arterial 1300 401158 303 548 0.108 12 1 Major Arterial 1300 401159 548 303 0.108 12 1 Major Arterial 1300 401160 132 419 0.862 12 1 Major Arterial 1700 451161 419 132 0.862 12 1 Major Arterial 1700 451162 419 530 0.668 12 1 Minor Arterial 1700 351163 530 419 0.668 12 1 1 Minor Arterial 1700 351164 420 421 2.096 12 2 Principal Arterial 3350 451165 161 536 0.454 12 2 Principal Arterial 3350 451166 535 162 0.454 12 2 Principal Arterial 3350 451167 144 422 0.361 12 2 Principal Arterial 3350 451168 402 404 0.383 12 1 -Major Arterial 1300 551169 404 402 0.383 12 1 Major Arterial 1300 551170 402 423 1.724 12 1 Principal Arterial 1600 551171 423 402 1.724 12 1 Principal Arterial 1600 551172 424 425 0.527 12 1 Principal Arterial 1600 451173 425 424 0.527 12 1 Principal Arterial 1600 451174 425 449 0.665 12 1 Principal Arterial 1600 351175 449 4-25 0.665 12 1 Principal Arterial 1600 35Page 21 of 36Page21 o 36Appendix C Page 22 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ ____________
(mi) Width (ft) Lanes ___________
Rate (vehlhr)1176 426 449 0.249 12 1 Principal Arterial 1600 351177 449 426 0.249 12 1 Principal Arterial 1600 351178 178 426 0.209 12 1 Principal Arterial 1600 351179 426 178 0.209 12 1 Principal Arterial 1600 351180 149 428 0.149 12 2 Principal Arterial 3700 501181 428 149 0.149 12 2 Principal Arterial 3700 501182 435 136 0.297 12 2 Principal Arterial 3350 401183 291 430 1.997 12 1 Major Arterial 1300 451184 430 291 1.997 12 1 Major Arterial 1300 451185 430 431 3.189 12 1 Major Arterial 1300 451186 431 430 3.189 12 1 Major Arterial 1300 451187 177 178 0.605 12 1 Principal Arterial 1600 351188 178 177 0.605 12 1 Principal Arterial 1600 351189 432 264 0.309 12 2 Principal Arterial 3350 451190 305 434 6.339 12 1 Major Arterial 1300 451191 434 305 6.339 12 1 Major Arterial 1300 451192 397 434 6.644 12 1 Major Arterial 1300 451193 434 397 6.644 12 1 Major Arterial 1300 451194 218 434 8.635 12 1 Major Arterial 1300 451195 434 218 8.635 12 1 Major Arterial 1300 451196 440 435 0.432 12 2 Principal Arterial 3350 401197 435 534 0.809 12 2 Principal Arterial 3350 401198 436 200 2.019 12 2 Principal Arterial 3800 651199 200 241 1.009 12 2 Principal Arterial 3800 651200 437 294 0.25 12 2 Principal Arterial 3350 451201 103 364 2.257 12 1 Principal Arterial 1600 451202 364 103 2.257 12 1 Principal Arterial 1600 451203 523 407 0.454 12 2 Principal Arterial 3350 451204 422 143 0.362 12 2 Principal Arterial 3350 451205 241 442 0.511 12 2 Principal Arterial 3700 551206 443 242 0.511 12 2 Principal Arterial 3700 551207 417 444 1.267 12 1 Minor Arterial 1300 351208 444 417 1.267 12 1 Minor Arterial 1300 351209 445 446 0.099 12 1 Collector
/Local Road 1300 401210 446 445 0.099 12 1 Collector
/ Local Road 1300 401211 448 446 0.067 12 1 Collector/I Local Road 1300 401212 178 448 0.141 12 1 Collector/
Local Road 1300 401213 448 178 0.141 12 1 Collector
/Local Road 1300 401214 176 426 0.911 12 1 Collector
/Local Road 1300 401215 426 176 0.911 12 1 Collector
/Local Road 1300 401216 342 343 0.701 10 1 Collector
/ Local Road 800 201217 343 342 0.701 10 1 Collector
/ Local Road 800 201218 252 344 0.181 12 1 Collector/
Local Road 1300 401219 344 252 0.181 12 1 Collector/
Local Road 1300 401220 190 309 0.4 12 1 Major Arterial 1300 451221 309 190 0.4 12 1 Major Arterial 1300 451222 394 395 0.087 10 1 Collector
/ Local Road 1300 301223 395 394 0.087 10 1 Collector/
Local Road 1300 301224 454 455 0.321 12 1 Collector
/ Local Road 1700 401225 455 454 0.32 1 12 1 Collector
/ Local Road 1700 401226 384 459 0.5 12 1 Collector
/ Local Road 1700 401227 459 384 0.5 12 1 Collector
/ Local Road 1700 401228 370 495 0.269 12 1 Major Arterial 1300 451229 495 370 0.269 12 1 Major Arterial 1300 451230 197 310 1.068 12 1 Major Arterial 1300 551231 310 197 1.068 12 1 Major Arterial 1300 55Page 22 of 36Page22 o 36Appendix C Page 23 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)________
~(ml) Width (ft) Lanes ___________
Rate (vehlhr)
____1232 337 463 4.015 12 1 Collector
/ Local Road 800 451233 463 337 4.015 12 1 Collector
/ Local Road 800 451234 328 464 0.509 10 1 Collector/
Local Road 800 301235 464 328 0.509 10 1 Collector/
Local Road 800 301236 322 332 0.407 10 1 Collector/
Local Road 800 301237 332 322 0.407 10 1 Collector
/ Local Road 800 301238 274 338 0.811 12 1 Minor Arterial 1300 401239 338 274 0.811 12 1 Minor Arterial 1300 401240 266 323 2.268 12 1 Ma~jor Arterial 1300 451241 323 266 2.268 12 1 _ Major Arterial 1300 451242 368 411 0.353 12 1 _ Major Arterial 1700 401243 411 368 0.353 12 1 Major Arterial 1700 401244 280 173 0.613 12 2 Principal Arterial 3350 451245 408 522 0.077 12 2 Principal Arterial 3350 451246 522 408 0.077 12 2 Principal Arterial 3350 451247 406 441 0.463 12 2 Principal Arterial 3350 451248 441 406 0.463 12 2 Principal Arterial 3350 451249 407 441 0.468 12 2 Principal Arterial 3350 451250 149 405 1.231 12 2 Principal Arterial 3700 501251 405 149 1.231 12 2 Principal Arterial 3700 501252 95 506 2.544 12 1 Minor Arterial 1300 351253 506 95 2.544 12 1 Minor Arterial 1300 351254 298 297 0.477 12 1 Ramp 1500 551255 159 297 0.34 12 2 Freeway 4100 601256 299 160 0.563 12 1 Ramp 1500 551257 299 159 0.42 12 2 Freeway 4100 601258 155 156 0.124 12 2 Freeway 4100 601259 248 554 0.964 12 2 Principal Arterial 3350 451260 554 248 0.964 12 2 Principal Arterial 3350 451261 212 210 0.358 12 1 -Ramp 1500 351262 258 213 1.722 12 2 Freeway 4100 651263 351 470 3.301 12 1 Major Arterial 1300 451264 470 351 3.301 12 1 Major Arterial 1300 451265 218 269 6.237 12 1 Major Arterial 1300 451266 269 218 6.237 12 1 Major Arterial 1300 451267 92 364 1.646 12 1 Principal Arterial 1600 451268 364 92 1.646 12 1 Principal Arterial 1600 451269 135 415 0.8 12 1 Major Arterial 1700 451270 415 135 0.8 12 1 Major Arterial 1700 451271 475 157 0.437 12 2 Freeway 4100 601272 434 463 7.396 12 1 Major Arterial 1300 451273 463 434 7.396 12 1 Major Arterial 1300 451274 291 398 1.993 12 1 Major Arterial 1300 551275 398 291 1.993 12 1 Major Arterial 1300 551276 347 496 5.166 12 1 Major Arterial 1300 551277 496 347 5.166 12 1 Major Arterial 1300 551278 289 263 0.544 12 2 Freeway 4100 651279 105 108 0.748 12 2 Freeway 4100 651280 118 116 0.343 12 2 Principal Arterial 3350 401281 108 109 0.131 12 2 Freeway 4100 651282 121 112 0.345 12 2 Freeway 4100 651283 418 301 0.726 12 2 Freeway 4100 651284 190 307 0.272 12 1 Major Arterial 1300 401285 307 190 0.272 12 1 Major Arterial 1300 401286 427 493 1.353 12 1 Major Arterial 1300 551287 493 427 1.353 12 1 Major Arterial 1300 55Page 23 of 36Page23 o 36Appendix C Page 24 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ ______ (mi) Width (ft) Lanes ___________
Rate (vehlhr)
____1288 243 544 0.281 12 1 Major Arterial 1300 451289 544 243 0.281 12 1 Major Arterial 1300 451290 314 462 1.945 12 1 Major Arterial 1300 551291 462 314 1.945 12 1 Major Arterial 1300 551292 315 462 1.8 12 1 Major Arterial 1300 551293 462 315 1.8 12 1 Major Arterial 1300 551294 285 253 0.536 12 2 Freeway 4100 651295 534 142 0.291 12 2 Principal Arterial 3350 451296 345 346 0.594 12 1 Major Arterial 1300 501297 346 345 0.594 12 1 Major Arterial 1300 501298 347 348 1.264 12 1 Major Arterial 1300 451299 348 347 1.264 12 1 Major Arterial 1300 451300 248 497 0.251 12 1 Principal Arterial 1700 451301 497 248 0.251 1 12 1 Principal Arterial 1700 451302 242 201 1.011 12 2 Principal Arterial 3800 651303 240 551 0.154 12 1 Principal Arterial 1700 401304 551 240 0.154 12 1 Principal Arterial 1700 401305 383 499 0.552 12 1 Principal Arterial 1600 551306 499 383 0.552 12 1 Principal Arterial 1600 551307 458 459 0.722 12 1 Collector/
Local Road 1700 401308 459 458 0.722 12 1 Collector
/ Local Road 1700 401309 357 501 0.554 12 1 Principal Arterial 1700 351310 501 357 0.554 12 1 Principal Arterial 1700 351311 412 417 0.843 12 2 Principal Arterial 3350 451312 417 412 0.843 12 2 Principal Arterial 3350 451313 193 400 2.296 12 1 Major Arterial 1300 551314 400 193 2.296 12 1 Major Arterial 1300 551315 178 482 0.296 11 1 Major Arterial 1300 301316 482 178 0.296 11 1 Major Arterial 1300 301317 367 468 0.676 12 1 Major Arterial 1300 401318 468 367 0.676 12 1 Major Arterial 1300 401319 308 492 3.46 12 1 Major Arterial 1300 551320 492 308 3.46 12 1 Major Arterial 1300 551321 316 330 1.658 12 1 Major Arterial 1300 451322 330 316 1.658 12 1 _ Major Arterial 1300 451323 328 512 0.217 12 1 Major Arterial 1700 451324 512 328 0.217 12 1 Major Arterial 1700 451325 349 352 3.13 12 1 Principal Arterial 1600 451326 352 349 3.13 12 1 Principal Arterial 1600 451327 311 319 2.268 12 1 Major Arterial 1300 551328 319 311 2.268 12 1 Major Arterial 1300 551329 282 390 4.89 12 1 Major Arterial 1300 551330 390 282 4.89 12 1 Major Arterial 1300 551331 ill 277 2.609 12 2 Freeway 4100 651332 156 474 0.47 12 2 Freeway 4100 601333 473 129 0.894 12 2 Freeway 4100 651334 475 474 0.753 12 2 Freeway 4100 651335 253 226 7.543 12 2 Freeway 4100 651336 224 232 7.525 12 2 Freeway 4100 651337 226 258 0.564 12 2 Freeway 4100 651338 208 212 2.304 12 2 Freeway 4100 651339 214 206 2.351 12 2 Freeway 4100 651340 187 418 6.583 12 2 Freeway 4100 651341 302 289 6.752 12 2 Freeway 4100 651342 99 105 3.4 12 2 Freeway 4100 651343 119 281 3.191 12 2 Freeway 4100 65Page 24 of 36Page24 o 36Appendix C Page 25 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ _______ (mi) Width (ft) Lanes ___________
Rate (vehlhr)
_____1344 173 102 0.686 12 2 Principal Arterial 3350 451345 234 284 5.71 12 2 Freeway 4100 651346 88 285 5.736 12 2 Freeway 4100 651347 277 124 0.423 12 2 Freeway 4100 651348 85 97 4.49 12 2 Freeway 4100 651349 169 90 4.683 12 2 Freeway 4100 651350 154 153 0.346 12 2 Freeway 4100 601351 157 158 0.085 12 2 Freeway 4100 601352 124 475 4.948 12 2 Freeway 4100 651353 129 125 4.124 12 2 Freeway 4100 651354 149 438 0.304 12 2 Principal Arterial 3350 451355 471 272 0.413 12 2 Principal Arterial 3800 651356 273 472 1.293 12 2 Principal Arterial 3800 651357 272 275 1.854 12 2 Principal Arterial 3800 651358 274 273 1.314 12 2 Principal Arterial 3800 651359 337 439 1.949 12 1 Major Arterial 1300 451360 439 337 1.949 12 1 Major Arterial 1300 451361 275 238 2.34 12 2 Principal Arterial 3800 651362 239 274 1.427 12 2 Principal Arterial 3800 651363 238 270 2.023 12 2 Principal Arterial 3800 651364 271 239 2.022 12 2 Principal Arterial 3800 651365 270 466 1.011 12 2 Principal Arterial 3800 651366 467 271 1.012 12 2 Principal Arterial 3800 651367 524 467 2.619 12 2 Principal Arterial 3350 451368 466 524 1.855 12 2 Principal Arterial 3350 451369 292 465 3.694 12 1 Major Arterial 1300 551370 465 292 3.694 12 1 Major Arterial 1300 551371 134 293 0.761 12 1 Major Arterial 1300 451372 293 134 0.761 12 -1 Major Arterial 1300 451373 166 167 2.122 12 2 Principal Arterial 3350 451374 168 132 2.126 12 2 Principal Arterial 3350 451375 132 532 0.559 12 2 Principal Arterial 3350 451376 529 166 0.565 12 2 Principal Arterial 3350 451377 141 526 0.515 12 2 Principal Arterial 3350 401378 526 141 0.515 12 2 Principal Arterial 3350 401379 422 526 0.608 12 2 Principal Arterial 3350 451380 526 422 0.608 12 2 Principal Arterial 3350 451381 509 522 0.07 12 2 Principal Arterial 3350 451382 141 509 0.167 12 1 Principal Arterial 1700 451383 522 478 0.053 12 2 Principal Arterial 3350 451384 510 477 0.098 12 1 Principal Arterial 1700 451385 528 529 0.157 12 2 Minor Arterial 3400 401386 532 530 0.044 12 1 Minor Arterial 1700 351387 409 533 0.411 12 2 Minor Arterial 3400 401388 120 513 1.222 12 2 Principal Arterial 3350 401389 513 118 0.818 12 2 Principal Arterial 3350 401390 519 138 0.364 12 2 Collector
/Local Road 1600 401391 293 537 1.271 12 1 Major Arterial 1300 451392 537 293 1.271 12 1 Major Arterial 1300 451393 146 145 0.399 12 2 Principal Arterial 3350 451394 142 147 0.399 12 2 Principal Arterial 3350 451395 413 508 1.084 12 1 Major Arterial 1700 451396 508 413 1.084 12 1 Major Arterial 1700 451397 414 415 0.255 12 1 Major Arterial 1300 451398 415 414 0.255 12 1 Major Arterial 1300 451399 366 96 1.383 12 2 Principal Arterial 3350 40Page 25 of 36Page25 o 36Appendix C Page 26 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_______ (ml) Width (ft) Lanes ___________
Rate (vehlhr)
____1400 421 161 0.425 12 2 Principal Arterial 3350 451401 162 508 1.637 12 2 Principal Arterial 3350 451402 438 437 0.578 12 4 Principal Arterial 6700 451403 145 428 2.127 12 2 Principal Arterial 3350 451404 294 144 1.003 12 4 Principal Arterial 6700 451405 408 539 1.866 12 2 Principal Arterial 3350 451406 539 408 1.866 12 2 Principal Arterial 3350 451407 540 542 0.038 12 2 Principal Arterial 3350 451408 542 540 0.038 12 2 Principal Arterial 3350 451409 126 121 5.82 12 2 Freeway 4100 651410 136 416 0.735 12 2 Major Arterial 3100 451411 416 136 0.735 12 2 Major Arterial 3100 451412 416 525 0.81 12 2 Major Arterial 3100 451413 525 416 0.81 12 2 Major Arterial 3100 451414 419 525 0.923 12 2 Major Arterial 3100 451415 525 419 0.923 12 2 Major Arterial 3100 451416 143 440 0.28 12 3 Principal Arterial 5025 401417 288 428 1.041 12 2 Principal Arterial 3700 501418 428 288 1.041 12 2 Principal Arterial 3700 501419 406 537 0.891 12 1 Major Arterial 1700 451420 537 406 0.891 12 1 Major Arterial 1700 451421 276 420 0.684 12 2 Principal Arterial 3350 451422 508 131 1.165 12 2 Principal Arterial 3350 451423 138 175 0.699 1 12 2 Principal Arterial 3350 451424 174 137 0.71 12 2 Principal Arterial 3350 451425 163 288 2.879 12 2 Principal Arterial 3700 501426 288 148 2.884 12 2 Principal Arterial 3700 501427 228 325 0.42 12 1 Minor Arterial 1700 351428 325 228 0.42 12 1 Minor Arterial 1700 351429 322 543 0.153 11 1 Major Arterial 1700 301430 543 322 0.153 11 1 Major Arterial 1700 301431 429 544 4.133 12 1 Major Arterial 1300 551432 544 429 4.133 12 1 Major Arterial 1300 551433 243 314 0.614 11 1 Major Arterial 1300 301434 314 243 0.614 11 1 Major Arterial 1300 301435 266 292 1.065 12 1 Major Arterial 1300 551436 292 266 1.065 12 1 Major Arterial 1300 551437 326 327 4.676 12 1 Minor Arterial 1300 551438 327 326 4.676 12 -1 Minor Arterial 1300 551439 329 543 0.279 12 1 Major Arterial 1700 351440 543 329 0.279 12 1 Major Arterial 1700 351441 320 321 1.183 12 1 Major Arterial 1300 451442 321 320 1.183 12 1 Major Arterial 1300 451443 320 215 0.228 12 1 Major Arterial 1300 451444 259 320 0.226 12 1 Major Arterial 1300 451445 261 486 2.402 12 1 Minor Arterial 1300 401446 486 261 2.402 12 1 Minor Arterial 1300 401447 203 487 0.303 12 1 Minor Arterial 1300 401448 487 203 0.303 12 1 Minor Arterial 1300 401449 197 286 2.355 12 1 Minor Arterial 1300 401450 286 197 2.355 12 1 Minor Arterial 1300 401451 310 319 1.099 12 1 Major Arterial 1300 551452 319 310 1.099 12 1 Major Arterial 1300 551453 267 323 4.303 12 1 Minor Arterial 1300 401454 323 267 4.303 12 1 Minor Arterial 1300 401455 267 324 4.569 12 1 Major Arterial 1300 45Page 26 of 36Page26 o 36Appendix C Page 27 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)S(ml) Width (ft) Lanes Rate (vehlhr)
____1456 324 267 4.569 12 1 Major Arterial 1300 451457 324 325 0.261 12 1 Major Arterial 1700 451458 325 324 0.261 12 1 Major Arterial 1700 451459 211 225 1.723 12 2 Freeway 4100 651460 262 259 0.349 12 1 Major Arterial 1300 451461 309 310 8.83 12 1 Major Arterial 1300 451462 310 309 8.83 12 1 Major Arterial 1300 451463 482 552 0.46 12 1 Major Arterial 1300 401464 552 482 0.46 12 1 Major Arterial 1300 401465 384 457 0.126 12 1 Principal Arterial 1700 301466 457 384 0.126 12 1 Principal Arterial 1700 301467 348 351 3.147 12 1 Major Arterial 1300 451468 351 348 3.147 12 1 Major Arterial 1300 451469 176 444 0.911 12 1 Major Arterial 1300 451470 444 176 0.911 12 1 Major Arterial 1300 451471 303 445 0.395 12 1 Collector
/ Local Road 1300 401472 445 303 0.395 12 1 Collector
/Local Road 1300 401473 177 432 0.426 12 2 Principal Arterial 3350 451474 432 177 0.426 12 2 Principal Arterial 3350 451475 397 399 2.433 12 1 Major Arterial 1300 551476 399 397 2.433 12 1 Major Arterial 1300 551477 396 460 2.457 12 1 Major Arterial 1300 551478 460 396 2.457 12 1 Major Arterial 1300 551479 381 382 0.301 12 1 Principal Arterial 1700 301480 382 381 0.301 12 1 Principal Arterial 1700 301481 362 551 0.308 12 1 Principal Arterial 1700 451482 551 362 0.308 12 1 Principal Arterial 1700 451483 353 498 0.66 12 1 Principal Arterial 1700 351484 498 353 0.66 12 1 Principal Arterial 1700 351485 250 377 1.535 12 2 Principal Arterial 3700 551486 377 250 1.535 12 2 Principal Arterial 3700 551487 377 455 0.395 12 1 Collector
/Local Road 1300 401488 455 377 0.395 12 1 Collector
/ Local Road 1300 401489 371 495 1.006 12 1 Major Arterial 1300 351490 495 371 1.006 12 1 Major Arterial 1300 351491 371 553 0.96 12 1 Major Arterial 1700 551492 553 371 0.96 12 1 Major Arterial 1700 551493 371 399 5.586 12 1 Major Arterial 1300 551494 399 371 5.586 12 1 Major Arterial 1300 551495 249 496 0.183 12 1 Major Arterial 1300 451496 496 249 0.183 12 1 Major Arterial 1300 451497 249 361 0.101 12 1 Major Arterial 1300 451498 361 249 0.101 12 1 Major Arterial 1300 451499 360 361 0.509 12 1 Major Arterial 1700 451500 361 360 0.509 12 1 Major Arterial 1700 451501 201 469 2.017 12 2 Principal Arterial 3800 651502 362 550 0.761 12 1 Principal Arterial 1700 451503 550 362 0.761 12 1 Principal Arterial 1700 451504 381 454 0.316 12 1 Collector/I Local Road 1700 401505 454 381 0.316 12 1 Collector/I Local Road 1700 401506 463 480 2.947 12 1 Major Arterial 1300 451507 480 463 2.947 12 1 Major Arterial 1300 451508 291 461 0.405 12 1 Major Arterial 1300 451509 461 291 0.405 12 1 Major Arterial 1300 451510 177 548 0.796 12 1 Major Arterial 1300 351511 548 177 0.796 12 1 Major Arterial 1300 35Page 27 of 36Page27 o 36Appendix C Page 28 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)S(mi) Width (ft) Lanes Rate (vehlhr)1512 481 552 1.178 12 1 Major Arterial 1300 551513 552 481 1.178 12 1 Major Arterial 1300 551514 246 184 2.69 12 2 Principal Arterial 3800 651515 185 296 2.689 12 2 Principal Arterial 3800 651516 373 372 1.477 12 2 Principal Arterial 3350 451517 375 374 1.479 12 2 Principal Arterial 3350 451518 433 461 0.609 12 1 Major Arterial 1300 451519 461 433 0.609 12 1 Major Arterial 1300 451520 442 471 1.61 1 12 2 Principal Arterial 3700 551521 472 443 1.623 12 2 Principal Arterial 3700 551522 558 557 0.745 12 2 Freeway 4100 651523 562 561 0.186 12 2 Freeway 4100 651524 560 563 0.244 12 2 Freeway 4100 651525 572 571 1.583 12 2 Freeway 4100 651526 573 570 1.598 12 2 Freeway 4100 651527 576 575 0.257 12 2 Freeway 4100 651528 577 875 0.229 12 2 Freeway 4100 651529 578 579 0.26 12 2 Freeway 4100 651530 575 580 0.099 12 2 Freeway 4100 651531 581 582 0.245 12 2 Freeway 4100 651532 586 587 0.286 12 2 Freeway 4100 651533 588 589 0.254 12 .2 Freeway 4100 651534 590 588 0.699 12 2 Freeway 4100 651535 585 591 0.286 12 2 Freeway 4100 551536 592 593 0.286 12 2 Freeway 4100 551537 594 592 0.72 12 2 Freeway 4100 551538 595 921 1.898 12 2 Freeway 4100 551539 597 596 0.561 12 2 Freeway 4100 651540 600 601 0.501 12 2 Freeway 4100 651541 602 737 0.53 12 2 Freeway 4100 651542 705 635 0.413 12 1 Ramp 1500 351543 704 642 0.479 12 1 Ramp 1500 551544 643 881 0.767 12 2 Major Arterial 3600 551545 881 643 0.767 12 2 Major Arterial 3600 551546 643 909 0.167 12 2 Major Arterial 3100 451547 909 643 0.167 12 2 Major Arterial 3100 451548 655 757 0.173 11 1 Major Arterial 1700 301549 757 655 0.173 11 1 Major Arterial 1700 301550 703 883 1.51 12 1 Principal Arterial 1600 551551 883 703 1.51 12 1 Principal Arterial 1600 551552 702 785 1.028 12 2 Major Arterial 3100 451553 785 702 1.028 12 2 Major Arterial 3100 451554 621 812 0.116 12 1 Major Arterial 1700 451555 812 621 0.116 12 1 Major Arterial 1700 451556 921 597 3.019 12 2 Freeway 4100 651557 598 922 3.048 12 2 Freeway 4100 651558 670 729 0.186 1 12 1 Principal Arterial 1700 351559 729 670 0.186 12 1 Principal Arterial 1700 351560 734 876 0.422 12 1 Major Arterial 1700 401561 876 734 0.422 12 1 Major Arterial 1700 401562 670 735 0.254 12 1 Principal Arterial 1700 451563 735 670 0.254 12 1 Principal Arterial 1700 451564 684 736 2.374 12 2 Principal Arterial 3350 451565 736 684 2.374 12 2 Principal Arterial 3350 451566 737 600 1.41 12 1 2 1 Freeway 4100 651-567 732 738 0.883 12 1 2 1 Minor Arterial 3400 40Page 28 of 36Page28 o 36Appendix C Page 29 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node 0-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_____(mi)
Width (ft) Lanes Rate (vehlhr)1568 738 732 0.883 12 2 Minor Arterial 3400 401569 739 740 0.369 12 2 Major Arterial 3600 501570 740 739 0.369 12 2 Major Arterial 3600 501571 741 742 1.729 12 1 Major Arterial 1300 451572 742 741 1.729 12 1 Major Arterial 1300 451573 742 743 0.273 12 1 Major Arterial 1300 551574 743 742 0.273 12 1 Major Arterial 1300 551575 744 746 0.914 12 1 Major Arterial 1300 551576 746 744 0.914 12 1 Major Arterial 1300 551577 752 766 0.273 12 1 Major Arterial 1700 351578 766 752 0.273 12 1 Major Arterial 1700 351579 753 754 0.118 12 1 Major Arterial 1700 551580 754 753 0.118 12 1 Major Arterial 1700 551581 752 753 0.249 11 1 Major Arterial 1700 301582 753 752 0.249 11 1 Major Arterial 1700 301583 721 758 0.158 12 1 Major Arterial 1700 451584 758 721 0.158 12 1 Major Arterial 1700 451585 759 762 2.514 12 1 Major Arterial 1300 551586 762 759 2.514 12 1 Major Arterial 1300 551587 755 768 0.181 11 1 Major Arterial 1700 301588 768 755 0.181 11 1 Major Arterial 1700 301589 756 765 0.181 11 1 Major Arterial 1700 301590 765 756 0.181 11 1 Major Arterial 1700 301591 655 755 0.502 12 1 Major Arterial 1700 351592 755 655 0.502 12 1 Major Arterial 1700 351593 751 753 0.593 11 1 Major Arterial 1700 301594 753 751 0.593 11 1 Major Arterial 1700 301595 721 767 0.4 12 1 Collector/
Local Road 800 451596 767 721 0.4 12 1 Collector
/ Local Road 800 451597 883 908 3.227 12 1 Major Arterial 1300 551598 908 883 3.227 12 1 Major Arterial 1300 551599 570 769 2.58 12 2 Freeway 4100 651600 658 572 2.192 12 2 Freeway 4100 651601 653 776 0.39 12 1 Major Arterial 1300 451602 776 653 0.39 12 1 Major Arterial 1300 451603 775 879 0.578 12 1 Major Arterial 1300 451604 879 775 0.578 12 1 Major Arterial 1300 451605 774 776 0.439 12 1 Major Arterial 1300 451606 776 774 0.439 12 1 Major Arterial 1300 451607 654 569 0.8 12 1 Ramp 1500 351608 772 774 0.326 12 1 Major Arterial 1300 451609 774 772 0.326 12 1 Major Arterial 1300 451610 568 653 0.293 12 1 Ramp 1500 351611 483 665 2.005 12 1 Major Arterial 1300 451612 665 483 2.005 12 1 Major Arterial 1300 451613 771 777 3.794 12 1 Major Arterial 1300 501614 777 771 3.794 12 1 Major Arterial 1300 501615 777 778 1.279 12 1 Major Arterial 1300 501616 778 777 1.279 12 1 Major Arterial 1300 501617 606 605 3.934 12 2 Principal Arterial 3700 551618 604 607 3.933 12 2 Principal Arterial 3700 551619 608 780 0.794 12 1 Ramp 1500 551620 781 782 5.31 12 1 Major Arterial 1300 551621 782 781 5.31 12 1 Major Arterial 1300 551622 784 785 1.149 12 2 Major Arterial 3600 551623 785 784 1.149 12 2 Major Arterial 3600 55__Page 29 of 36Page29 o 36Appendix C Page 30 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ ______ ______ (mi) Width (ft) Lanes ___________
Rate (vehlhr)1624 786 883 1.615 12 1 Principal Arterial 1600 551625 883 786 1.615 12 1 Principal Arterial 1600 551626 665 786 1.519 12 1 Principal Arterial 1600 451627 786 665 1.519 12 1 Principal Arterial 1600 451628 788 882 1.518 12 1 Major Arterial 1300 551629 882 788 1.518 12 1 Major Arterial 1300 551630 773 781 2.012 12 1 Major Arterial 1300 551631 781 773 2.012 12 1 Major Arterial 1300 551632 388 883 2.372 12 1 Major Arterial 1300 551633 883 388 2.372 12 1 Major Arterial 1300 551634 762 767 2.039 12 1 Collector!/
Local Road 800 551635 767 762 2.039 12 1 Collector!
Local Road 800 551636 661 762 3.603 12 1 Major Arterial 1300 551637 762 661 3.603 12 1 Major Arterial 1300 551638 780 546 5.715 12 2 Freeway 4100 651639 547 790 3.638 12 2 Freeway 4100 651640 790 610 0.622 12 1 Ramp 1500 551641 715 759 1.096 12 1 Major Arterial 1300 551642 759 715 1.096 12 1 Major Arterial 1300 551643 770 568 6.286 12 2 Freeway 4100 651644 566 872 6.723 12 2 Freeway 4100 651645 719 791 1.015 12 2 Principal Arterial 3350 451646 791 719 1.015 12 2 Principal Arterial 3350 451647 791 891 0.512 12 1 Principal Arterial 1700 451648 891 791 0.512 12 1 Principal Arterial 1700 451649 792 909 0.566 12 2 Major Arterial 3600 551650 909 792 0.566 12 2 Major Arterial 3600 551651 772 787 5.459 12 1 Major Arterial 1300 551652 787 772 5.459 12 1 Major Arterial 1300 551653 702 901 0.954 12 1 Major Arterial 1700 451654 901 702 0.954 12 1 Major Arterial 1700 451655 612 796 1.022 12 1 Major Arterial 1300 451656 796 612 1.022 12 1 Major Arterial 1300 451657 625 796 1.312 12 2 Principal Arterial 3350 451658 796 625 1.312 12 2 Principal Arterial 3350 451659 802 803 0.396 12 1 Minor Arterial 1700 401660 803 802 0.396 12 1 Minor Arterial 1700 401661 717 891 0.897 12 1 Major Arterial 1700 451662 891 717 0.897 12 1 Major Arterial 1700 451663 805 804 0.167 12 1 Major Arterial 1700 451664 694 805 0.482 12 1 Major Arterial 1700 451665 805 806 0.739 12 1 Major Arterial 1700 451666 806 805 0.739 12 1 Major Arterial 1700 451667 806 807 0.459 12 1 Major Arterial 1700 451668 807 806 0.459 12 1 Major Arterial 1700 451669 809 810 0.829 12 2 Major Arterial 3100 401670 810 809 0.829 12 2 Major Arterial 3100 401671 783 810 3.239 12 1 Major Arterial
___1300 551672 810 783 3.239 12 1 Major Arterial 1300 551673 621 811 0.73 12 1 Major Arterial
___1700 451674 811 621 0.73 12 1 Major Arterial 1700 451675 811 693 0.151 12 1 Major Arterial 1700 451676 814 906 0.797 12 2 Collector!/
Local Road 3400 401677 906 814 0.797 12 2 Collector!
Local Road 3400 401678 816 906 0.352 12 1 Collector!
Local Road 1700 401--679 I 90 816 0.352 12 1 Collector/
Local Road 1700 40Page 30 of 36Page30 o 36Appendix C Page 31 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)___________________
(mi) Width (ft) Lanes ___________
Rate (vehlhr)
____1680 717 813 1.202 12 2 Collector/
Local Road 3400 401681 813 717 1.202 12 2 Collector/
Local Road 3400 401682 804 816 0.244 12 1 Collector
/Local Road 1700 401683 816 804 0.244 12 1 Collector
/ Local Road 1700 401684 818 821 0.114 12 1 Collector
/Local Road 1700 401685 821 819 0.146 12 1 Collector/I Local Road 1700 401686 820 856 0.378 12 1 Collector
/ Local Road 1700 401687 856 820 0.378 12 1 Collector
/Local Road 1700 401688 817 822 0.386 12 1 Collector
/Local Road 1700 401689 822 817 0.386 12 1 Collector/ILocal Road 1700 401690 814 854 0.72 12 1 Collector
/Local Road 1700 401691 854 814 0.72 12 1 Collector/
Local Road 1700 401692 819 820 0.471 12 1 Collector
/ Local Road 1700 401693 820 818 0.478 12 1 Collector
/Local Road 1700 401694 814 818 0.38 12 2 Collector
/Local Road 3400 401695 818 814 0.38 12 2 Collector/
Local Road 3400 401696 815 822 0.532 12 2 Principal Arterial 3350 451697 822 815 0.532 12 2 Principal Arterial 3350 451698 621 825 0.797 12 1 Collector
/ Local Road 1700 401699 825 621 0.797 12 1 Collector
/ Local Road 1700 401700 823 855 0.779 12 1 Collector
/ Local Road 1700 401701 855 823 0.779 12 1 Collector/
Local Road 1700 401702 812 827 0.896 12 1 Collector
/ Local Road 1700 401703 827 812 0.896 12 1 Collector
/ Local Road ___1700 401704 622 812 0.689 12 1 Major Arterial 1700 451705 812 622 0.689 12 1 Major Arterial 1700 451706 830 833 0.075 12 1 Collector
/ Local Road 1700 401707 833 830 0.075 12 1 Collector
/ Local Road ___1700 401708 831 627 0.145 12 2 Freeway 4100 451709 885 832 0.216 12 2 Freeway 4100 451710 725 861 0.568 12 2 Principal Arterial 2800 351711 861 725 0.568 12 2 Principal Arterial 2800 351712 829 834 0.309 12 2 Principal Arterial 3350 451713 834 829 0.309 12 2 Principal Arterial 3350 45-1714 836 903 0.532 12 2 Collector
/ Local Road -3400 401715 903 836 0.532 12 2 Collector
/ Local Road 3400 401716 815 891 1 12 2 Principal Arterial 3350 451717 891 815 1 12 2 Principal Arterial 3350 451718 838 839 0.256 12 1 -Major Arterial 1300 45-1719 839 838 0.256 12 1 Major Arterial 1300 451720 791 803 1.045 12 2 Collector
/Local Road 3400 401721 803 791 1.045 12 2 Collector
/Local Road 3400 401722 843 860 0.324 12 1 Collector/
Local Road 1700 401723 726 910 0.994 12 2 Principal Arterial 3350 45-1724 910 726 0.994 12 2 Principal Arterial 3350 451725 645 726 1.604 12 2 Principal Arterial 3350 451726 726 645 1.604 12 2 Principal Arterial 3350 451727 841 842 0.457 12 3 Principal Arterial 4200 301728 842 843 0.362 12 4 Principal Arterial 5600 301729 849 701 0.064 12 4 Principal Arterial 5600 30-1730 858 859 0.154 12 1 Collector/
Local Road 1700 401731 859 858 0.154 12 1 Collector
/Local Road 1700 401732 694 851 0.249 12 3 Principal Arterial 5025 45-1733 851 853 0.36 12 3 Principal Arterial 5025 451 73 4 852 850 0.359 12 3 Principal Arterial 5025 451735 853 854 _ 0.644 12 3 Principal Arterial 5025 45Page 31 of 36Page31 o 36Appendix C Page 32 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Saturation Flow FFS (mph)Ln# -oe DNd (ml) Width (ft) Lanes Rate (vehlhr)
____1736 854 898 0.548 12 2 Principal Arterial 3350 451737 845 827 0.639 12 1 Collector
/ Local Road 1700 401738 859 694 0.355 12 4 Principal Arterial 6700 451739 693 858 0.357 12 4 Principal Arterial 6700 451740 848 845 0.166 12 2 Principal Arterial 3350 451741 701 859 0.188 12 4 Principal Arterial 6700 451742 860 846 0.281 12 1 Collector
/Local Road 1700 401743 858 848 0.251 12 4 Principal Arterial 6700 451744 847 849 0.129 12 2 Principal Arterial 2800 301745 826 844 0.767 12 1 Collector/
Local Road 1700 401746 806 860 0.34 12 1 Collector
/ Local Road 1700 401747 860 806 0.34 12 1 Collector
/Local Road 1700 401748 855 852 0.664 12 3 Principal Arterial 5025 451749 854 855 0.086 12 1 Collector/
Local Road 1700 401750 855 854 0.086 12 1 Collector
/ Local Road 1700 401751 824 856 1.092 12 -1 Collector
/ Local Road 1700 401752 856 824 1.092 12 1 Collector
/ Local Road 1700 401753 490 862 1.941 12 1 Major Arterial 1300 551754 862 490 1.941 12 1 Major Arterial 1300 551755 670 734 0.235 12 1 Major Arterial 1700 351756 734 670 0.235 12 1 Major Arterial 1700 351757 729 730 0.162 12 1 Principal Arterial 1700 401758 730 729 0.162 12 1 Principal Arterial 1700 401759 732 916 0.717 10 2 Collector
/Local Road 1600 151760 916 732 0.717 10 2 Collector/
Local Road 1600 151761 916 918 0.008 10 1 Collector
/Local Road 800 151762 918 916 0.008 10 1 Collector
/Local Road 800 151763 738 870 0.343 12 1 Ramp 1500 501764 746 864 1.007 10 1 Collector/
Local Road 800 151765 864 746 1.007 10 1 Collector
/ Local Road 800 151766 869 586 0.409 12 2 Freeway 4100 651767 569 659 6.357 12 2 Freeway 4100 651768 731 923 0.932 12 1 Major Arterial 1300 501769 923 731 0.932 12 1 Major Arterial 1300 501770 790 611 1.465 12 2 Freeway 4100 651771 698 861 1.011 1 12 2 Principal Arterial 3350 451772 861 698 1.011 12 2 Principal Arterial 3350 451773 741 919 1.663 12 1 Major Arterial 1300 451774 919 741 1.663 12 1 M-ajor Arterial 1300 451775 669 671 1.413 12 2 Freeway 4100 651776 567 569 1.123 12 2 Freeway 4100 651777 568 566 1.012 12 2 Freeway 4100 651778 865 918 0.463 10 2 Collector
/Local Road 1600 151779 918 865 0.463 10 2 Collector
/Local Road 1600 151780 863 912 0.317 12 1 Major Arterial 1700 451781 912 863 0.317 12 1 Major Arterial 1700 451782 341 771 4.569 12 1 Major Arterial 1300 451783 771 341 4.569 12 1 Major Arterial 1300 451784 661 782 4.14 12 1 Major Arterial 1300 551785 782 661 4.14 12 1 Major Arterial 1300 551786 647 702 5.022 12 1 Minor Arterial 1300 351787 702 647 5.022 12 1 Minor Arterial 1300 351788 754 787 2.913 12 1 Major Arterial 1300 551789 787 754 2.913 12 1 Major Arterial 1300 551--790 787 794 4.007 12 1 Major Arterial 1300 551791 794 787 4.007 12 1 Major Arterial 1300 55Page 32 of 36Page32 o 36Appendix C Page 33 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ ______ ______ (ml) Width (ft) Lanes ___________
Rate (vehlhr)
_____1792 751 882 0.31 11 1 Major Arterial 1300 301793 882 751 0.31 11 1 Major Arterial 1300 301794 768 884 0.087 11 1 Major Arterial 1300 301795 884 768 0.087 11 1 Major Arterial 1300 301796 764 911 0.765 12 1 Major Arterial 1300 451797 911 764 0.765 12 1 Major Arterial 1300 451798 759 911 1.409 12 1 Major Arterial 1300 551799 911 759 1.409 12 1 Major Arterial 1300 551800 766 789 4.67 12 1 Major Arterial 1300 551801 789 766 4.67 12 1 Major Arterial 1300 551802 774 789 1.304 12 1 Major Arterial 1300 551803 789 774 1.304 12 1 Major Arterial 1300 551804 775 783 1.422 12 1 Major Arterial 1300 551805 783 775 1.422 12 1 1 Major Arterial 1300 551806 704 556 0.729 12 2 Freeway 4100 651807 557 638 8.389 12 2 Freeway 4100 651808 750 778 2.141 12 1 Major Arterial 1300 501809 778 750 2.141 12 1 Major Arterial 1300 501810 610 749 0.734 12 1 Major Arterial 1300 501811 749 610 0.734 12 1 M~ajor Arterial 1300 501812 660 749 0.29 12 1 Major Arterial 1300 501813 749 660 0.29 12 1 Major Arterial 1300 501814 660 782 4.008 12 1 Major Arterial 1300 501815 782 660 4.008 12 1 Major Arterial 1300 501816 606 773 6.148 12 1 Major Arterial 1300 451817 773 606 6.148 12 1 Major Arterial 1300 451818 640 704 8.321 12 2 Freeway 4100 651819 638 637 0.684 12 2 Freeway 4100 651820 633 797 0.558 12 3 Freeway 6150 651821 624 892 2.213 12 3 Freeway 6150 651822 652 567 6.502 12 2 Freeway 4100 651823 872 886 0.708 12 2 Freeway 4100 651824 697 560 1.244 12 2 Freeway 4100 651825 877 887 0.729 12 2 Freeway 4100 651826 770 888 0.951 1 12 2 Freeway 4100 451827 888 779 0.951 12 2 Freeway 4100 451828 889 890 0.104 12 2 Principal Arterial 3350 451829 890 889 0.104 12 2 Principal Arterial 3350 451830 650 889 0.1 12 2 Principal Arterial 3350 451831 889 650 0.1 12 2 Principal Arterial 3350 451832 886 697 0.797 12 2 Freeway 4100 651833 844 565 0.965 12 2 Principal Arterial 3350 451834 807 808 1.11 12 1 Major Arterial 1700 451835 808 807 1.11 12 1 Major Arterial 1700 451836 892 559 0.727 12 2 Freeway 4100 651837 892 633 1.113 12 3 Freeway 6150 651838 634 893 1.281 12 3 Freeway 6150 651839 616 618 0.235 12 2 Freeway 4100 651840 800 807 1.447 12 1 Collector
/ Local Road 1700 401841 807 800 1.447 12 1 Collector
/ Local Road 1700 401842 803 840 0.923 12 2 Collector
/ Local Road 3400 401843 840 803 0.923 12 2 Collector/
Local Road 3400 401844 898 855 0.584 12 2 Principal Arterial 3350 451845 850 693 0.25 12 3 Principal Arterial 5025 451846 804 716 0.495 12 1 Major Arterial 1700 451847 691 873 0.533 12 2 Freeway 4100 65Page 33 of 36Page33 o 36Appendix C Page 34 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)S~~~~~(mi)
Width (ft) Lanes ___________
Rate (vehlhr)
_____1848 823 824 0.508 12 1 Collector/I Local Road 1700 401849 824 823 0.508 12 1 Collector!/
Local Road 1700 401850 835 903 0.396 12 1 Collector
/ Local Road 1700 401851 903 835 0.396 12 1 Collector
/ Local Road 1700 401852 833 905 0.663 12 2 Principal Arterial 3350 451853 905 833 0.663 12 2 Principal Arterial 3350 451854 727 808 0.259 12 1 Major Arterial 1700 351855 808 727 0.259 12 1 Major Arterial 1700 351856 795 803 0.992 12 1 Minor Arterial 1700 401857 803 795 0.992 12 1 Minor Arterial 1700 401858 655 765 0.487 11 1 Major Arterial 1700 301859 765 655 0.487 11 1 Major Arterial 1700 301860 609 780 0.704 12 2 Freeway 4100 651861 626 893 0.376 12 2 Freeway 4100 651862 824 902 0.828 12 1 Collector
/ Local Road 1700 401863 902 824 0.828 12 1 Collector
/ Local Road 1700 401864 817 821 1.03 12 1 Collector
/Local Road 1700 401865 821 817 1.03 12 1 Collector
/Local Road 1700 401866 815 837 0.76 12 1 Collector/
Local Road 1700 401867 837 815 0.76 12 1 Collector/
Local Road 1700 401868 837 903 0.76 12 1 Collector!/
Local Road 1700 401869 903 837 0.76 12 1 Collector!/
Local Road 1700 401870 573 714 0.262 12 1 Ramp 1500 551871 659 657 0.273 12 1 Ramp 1500 351872 769 724 0.287 12 1 Ramp 1500 351873 776 879 0.335 12 1 Major Arterial 1300 451874 879 776 0.335 12 1 Major Arterial 1300 451875 654 773 1.348 12 1 Major Arterial 1300 451876 773 654 1.348 12 1 Major Arterial 1300 451877 608 750 0.507 12 1 Major Arterial 1300 501878 750 608 0.507 12 1 Major Arterial 1300 501879 641 771 1.508 12 1 Major Arterial 1300 551880 771 641 1.508 12 1 Major Arterial 1300 551881 699 706 3.502 12 1 Major Arterial 1300 451882 706 699 3.502 12 1 Major Arterial 1300 451883 893 897 2.184 12 3 Freeway 6150 651884 887 652 0.816 12 2 Freeway 4100 651885 838 910 0.94 12 1 Major Arterial 1300 451886 910 838 0.94 12 1 Major Arterial 1300 451887 826 828 0.533 12 1 Collector/
Local Road 1700 401888 828 826 0.533 12 1 Collector
/ Local Road 1700 401889 708 912 1.378 12 1 Major Arterial 1300 451890 912 708 1.378 12 1 Major Arterial 1300 451891 736 913 1.632 12 2 Principal Arterial 3350 451892 913 736 1.632 12 2 Principal Arterial 3350 451893 864 865 1.998 10 1 Collector
/ Local Road 800 151894 865 864 1.998 10 1 Collector
/ Local Road 800 151895 301 573 7.1 12 2 Freeway 4100 651896 571 300 6.77 12 2 Freeway 4100 651897 195 687 4.26 12 2 Freeway 4100 651898 596 287 4.263 12 2 Freeway 4100 651899 612 902 1.941 12 1 Collector/
Local Road 1300 401900 902 612 1.941 12 1 Collector!
Local Road 1300 401901 822 836 1.521 12 1 Collector!/
Local Road 1700 401902 836 822 1.521 12 1 Collector!/
Local Road 1700 401903 791 837 1.116 12 2 Collector
/Local Road 3400 40Page 34 of 36Page34 o 36Appendix C Page 35 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)________(mi)
Width (ft) Lanes Rate (veh/hr)
_____1904 837 791 1.116 12 2 Collector
/Local Road 3400 401905 719 835 0.593 12 1 Collector/
Local Road 1300 401906 835 719 0.593 12 1 Collector
/ Local Road 1300 401907 813 817 0.572 12 2 Collector
/ Local Road 3400 401908 817 813 0.572 12 2 Collector
/ Local Road 3400 401909 813 814 1.363 12 1 Collector
/Local Road 1700 401910 814 813 1.363 12 1 Collector
/Local Road 1700 401911 823 825 0.512 12 1 Collector
/Local Road 1700 401912 825 823 0.512 12 1 Collector/
Local Road 1700 401913 828 830 0.412 12 1 Collector/
Local Road 1700 401914 830 828 0.412 12 1 Collector
/Local Road 1700 401915 773 783 2.341 12 1 Major Arterial 1300 451916 783 773 2.341 12 1 Major Arterial 1300 451917 783 784 0.538 12 2 Major Arterial 3100 451918 784 783 0.538 12 2 Major Arterial 3100 451919 607 609 5.467 12 2 Freeway 4100 651920 611 606 5.578 12 2 Freeway 4100 651921 795 914 0.976 12 1 Collector
/ Local Road 1700 401922 914 795 0.976 12 1 Collector
/Local Road 1700 401923 839 900 0.797 12 1 Major Arterial 1700 451924 900 839 0.797 12 1 Major Arterial 1700 451925 728 809 0.679 12 2 Major Arterial 3100 401926 809 728 0.679 12 2 Major Arterial 3100 401927 800 910 0.761 12 2 Principal Arterial 3350 451928 910 800 0.761 12 2 Principal Arterial 3350 451929 800 891 1.016 12 2 Principal Arterial 3350 451930 891 800 1.016 12 2 Principal Arterial 3350 451931 738 739 0.138 12 2 Major Arterial 3600 501932 739 738 0.138 12 2 Major Arterial 3600 501933 865 866 1.26 10 1 Collector
/Local Road 800 151934 866 865 1.26 10 1 Collector
/Local Road 800 151935 920 924 0.177 12 1 Major Arterial 1300 351936 924 920 0.177 12 1 Major Arterial 1300 351937 263 599 5.115 12 2 Freeway 4100 651938 601 188 5.092 12 2 Freeway 4100 651939 713 730 0.392 12 2 Principal Arterial 3350 451940 730 713 0.392 12 2 Principal Arterial 3350 451941 692 924 0.652 12 1 Major Arterial 1300 451942 924 692 0.652 12 1 Major Arterial 1300 451943 574 602 4.728 12 2 Freeway 4100 651944 603 576 4.713 12 2 Freeway 4100 651945 731 868 3.73 12 1 Major Arterial 1300 551946 868 731 3.73 12 1 Major Arterial 1300 551947 864 871 1.913 10 1 Collector
/Local Road 800 151948 871 864 1.913 10 1 Collector
/Local Road 800 151949 736 871 4.012 12 1 Minor Arterial 1300 401950 871 736 4.012 12 1 Minor Arterial 1300 401951 708 868 0.597 12 1 Major Arterial 1300 501952 868 708 0.597 12 1 Major Arterial 1300 501953 915 923 0.438 12 1 Major Arterial 1700 501954 923 915 0.438 12 1 Major Arterial 1700 501955 743 871 1 12 1 Minor Arterial 1300 401956 871 743 1 12 1 Minor Arterial 1300 401957 692 745 0.915 12 1 Major Arterial 1300 451958 745 692 0.915 12 1 Major Arterial 1300 45199 735 913 0.544 12 1 Principal Arterial 1600 45Page 35 of 36Page35 o 36Appendix C Page 36 of 43 Appendix CClinton NGSAppedix ClntonNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_________(mi)
Width (ft) Lanes ___________
Rate (vehlhr)
_____1960 913 735 0.544 12 1 Principal Arterial 1600 451961 194 919 2.706 12 1 Major Arterial 1300 551962 919 194 2.706 12 1 Major Arterial 1300 551963 692 747 1.003 12 1 Major Arterial 1300 451964 747 692 1.003 12 1 Major Arterial 1300 451965 925 748 0.314 12 2 Ramp 3000 551966 878 585 0.734 12 2 Freeway 4100 551967 584 925 0.788 12 2 Freeway 4100 551968 743 744 1.012 12 1 Major Arterial 1300 551969 744 743 1.012 12 1 Major Arterial 1300 551970 740 867 2.997 12 1 Collector/
Local Road 1700 401971 867 740 2.997 12 1 Collector/
Local Road 1700 401972 740 866 1.364 12 2 Major Arterial 2700 351973 866 740 1.364 12 2 Major Arterial 2700 351974 733 876 0.38 12 1 Major Arterial 1700 451975 876 733 0.38 12 1 Major Arterial 1700 451976 682 590 1.748 12 2 Freeway 4100 651977 583 581 1.773 12 2 Freeway 4100 651978 732 915 1.05 12 2 Minor Arterial 3400 401979 915 732 1.05 12 2 Minor Arterial 3400 401980 707 741 0.372 12 1 Major Arterial 1300 451981 741 707 0.372 12 1 Major Arterial 1300 451982 380 926 7.797 10 1 Collector
/ Local Road 800 151983 926 380 7.797 10 1 Collector
/ Local Road 800 151984 394 927 2.56 10 1 Collector/
Local Road 800 151985 927 394 2.56 10 1 Collector/
Local Road 800 151986 427 930 7.603 10 1 Collector
/Local Road 800 151987 930 427 7.603 10 1 Collector
/ Local Road 800 151988 412 934 7.216 10 1 Collector/
Local Road 800 151989 934 412 7.216 10 1 Collector/
Local Road 800 151990 246 945 4.361 10 1 Collector/
Local Road 800 151991 945 246 4.361 10 1 Collector
/Local Road 800 151992 660 948 3.449 10 1 Collector
/ Local Road 800 151993 948 660 3.449 10 1 Collector/
Local Road 800 151994 376 952 4.099 10 1 Collector
/ Local Road 800 151995 952 376 4.099 10 1 Collector/
Local Road 800 151996 381 958 1.631 10 1 Collector
/ Local Road 800 151997 958 381 1.631 10 1 Collector
/Local Road 800 151998 454 957 0.825 10 1 Collector/
Local Road 800 151999 957 454 0.825 10 1 Collector
/Local Road 800 152000 352 960 8.789 10 1 Collector
/ Local Road 800 152001 960 352 8.789 10 1 Collector/
Local Road 800 152002 399 964 4.088 10 1 Collector
/ Local Road 800 152003 964 399 4.088 10 1 Collector/
Local Road 800 152004 315 968 &#xfd;4.&#xfd;805 10 1 collector/
Local Road 800 152005 968 315 14.805 10 1 Collector
/ Local Road 800 15Page 36 of 36Page36 o 36Appendix C Page 37 of 43 Appendix CClinton NGSNode Data TableNote: Coordinates in NAD83 State Plane Illinois EastNode # X-Coord Y-Coord Control Type86 847046.71 1198913.3 Two-way stop87 847061.86 1197073.6 Two-way stop89 847066.33 1198913.2 Two-way stop91 847045.03 1197073.6 Two-way stop94 809713.08 1190825.5 Signalized
-Actuated97 829254.48 1181862.8 Diverge -Uncontrolled 98 827764.28 1182673.5 Diverge -Uncontrolled 99 827648.61 1181805.1 Two-way yield100 827627.64 1182652.4 Two-way stop101 826450.63 1181210 Two-way yield102 827611.6 1182705 Two-way yield106 809794.08 1182432 Two-way yield108 809887.67 1181138.4 Two-way yield110 809738.85 1181299.3 Two-way yield111 808539.83 1181112.7 Two-way yield112 809731.85 1181047.7 Two-way yield114 826515.17 1181213.3 Two-way stop115 826472.76 1181158.9 Two-way stop116 809785.96 1181060.8 Two-way yield119 810964.21 1181112.7 Two-way yield120 809748.19 1179632.9 Two-way yield122 794797.92 1176548.2 Two-way stop123 794761.01 1176579.7 Two-way stop124 795256.08 1176241.7 Two-way yield126 796802.66 1177453.3 Two-way yield127 795927.29 1175608.4 Two-way stop128 795860.31 1175661.9 Two-way yield130 795992.57 1175708.2 Diverge -Uncontrolled 131 795958.56 1175584.4 Two-way stop136 809804.34 1174930.7 Signalized
-Flashing167 825604.89 1180069.1 Two-way stop168 825578.2 1180085.6 Two-way stop169 828822.65 1181738.4 Two-way yield170 826607.62 1181190.8 Diverge -Uncontrolled 171 826563.26 1181274.9 Two-way yield172 827669.13 1182706.9 Two-way stop173 828557.32 1183888.9 Diverge -Uncontrolled 176 896976.52 1306427.7 Two-way stop177 900943.83 1302574.3 All-way stop178 897927.34 1302136.6 All-way stop181 837589.95 1296107 Two-way stop182 868880.53 1295759.4 Two-way stopPage 1 of 6Appendix C Page 38 of 43 Appendix CClinton INGSNode Data TableNode # X-Coord Y-Coord Control Type183 869416.68 1295760.6 Two-way stop184 807965.01 1294831.1 Two-way stop185 808015.13 1294837.1 Two-way stop191 869392.52 1290675.3 Two-way stop192 857780.13 1283099.5 Two-way stop193 834733.81 1278597.3 Two-way stop197 937223.54 1252327.1 Two-way stop200 807285.96 1246744.3 Two-way stop201 807361.6 1246754.7 Two-way stop217 868968 1229034.7 Two-way stop218 847305.71 1228964.9 Two-way stop238 809703.02 1217481.1 Two-way stop239 809778.69 1217484.3 Two-way stop240 807970.87 1268457.3 Signalized
-Actuated241 807234.19 1241425.9 Two-way stop242 807309.75 1241425.3 Two-way stop243 897024.58 1260363.6 Two-way stop246 804635.67 1306925.6 Two-way stop247 807226.2 1261145.8 Signalized
-Actuated 248 802494.63 1267661 Signalized
-Actuated249 802194.06 1270519.4 Signalized
-Actuated250 808451.82 1278237.7 Signalized
-Actuated264 902597.29 1305010.2 Two-way stop265 903033.04 1306301.5 Two-way stop272 807287.74 1228077.4 Two-way stop273 807355.16 1228081 Two-way stop274 809166.51 1224862 Two-way stop275 809115.36 1224807.5 Two-way stop276 795912.81 1175552.2 Two-way yield278 794749.93 1176515.4 Two-way yield279 794094.72 1177070.5 Two-way stop280 827720.67 1182776.2 Two-way yield281 826882.72 1181666.3 Diverge -Uncontrolled 291 869101.31 1260866 All-way stop295 810754.1 1268574.6 Two-way stop296 804711.07 1306928.7 Two-way stop301 901528.25 1306823.4 Two-way yield302 903746.44 1304784.5 Two-way yield303 897939.87 1305732.2 Two-way stop304 868974.09 1244870.4 Two-way stop305 869001.47 1250181.7 Two-way stop306 868957.66 1239511.8 Two-way stop310 931680.97 1252310.7 Two-way stop311 916877.18 1255783.6 Two-way stopPage 2 of 6Appendix C Page 39 of 43 Appendix CClinton NGSNode Data TableNode # X-Coord Y-Coord Control Type312 898352.18 1260344.9 Two-way stop313 898542.92 1271027.3 Two-way stop315 903123.97 1241795.9 Two-way stop319 927880.64 1252306.4 Two-way stop330 907424.4 1236984.7 Two-way stop336 831375.54 1228639.4 Two-way stop337 820469.35 1228668.6 Two-way stop338 809838.75 1228131.9 Two-way stop347 773892.41 1270185.6 Two-way stop350 800886.01 1267140.9 Two-way stop351 773719.18 1248725.2 Two-way stop352 776654.64 1251454.7 Two-way stop353 806295.98 1268418.4 Two-way stop354 809629.78 1268506 Two-way stop356 810574.97 1268543.1 Two-way stop362 807560.14 1266422.2 Two-way stop363 807517.57 1262007.1 Two-way stop366 809712.3 1189907.4 Diverge -Uncontrolled 367 847173.01 1206610 Two-way stop370 812817.69 1260523.7 Two-way stop371 813027.68 1266103.3 Two-way stop377 802705.89 1272847.2 Two-way stop380 845383.96 1281184 Two-way stop381 807938.86 1272117.3 Two-way stop384 807929.85 1270452.5 Two-way stop385 807939.59 1269461.5 Two-way stop391 844939.55 1296071.9 Two-way stop392 858738.98 1295899.8 Two-way stop393 858216.85 1295909.7 Two-way stop394 857759.48 1280145.1 Two-way stop397 847856.2 1260932.5 Two-way stop398 858547.83 1260891.6 Two-way stop399 838245.2 1260791.2 Two-way stop401 876084.21 1294925.4 Two-way stop402 877522.3 1295560.4 Two-way stop403 869058.2 1311733.2 Two-way stop404 875545.89 1295707.4 Two-way stop412 903197.23 1307000.4 Two-way stop416 813688.94 1175057 Signalized
-Flashing419 820327.88 1175259.7 Signalized
-Flashing420 797669.09 1174084.6 Two-way stop424 890253.6 1298630.8 Two-way stop426 896948.43 1301622.7 Two-way stop427 897332.3 1286896.5 Two-way stopPage 3 of 6Appendix C Page 40 of 43 Appendix CClinton NGSNode Data TableNode # X-Coord Y-Coord Control Type430 869208.81 1271397.2 Two-way stop432 902217.4 1304435.3 Diverge -Uncontrolled 433 869034.57 1255518.4 Two-way stop434 847598.67 1250243.2 Two-way stop435 809779.42 1173364.4 Diverge -Uncontrolled 436 807467.91 1257384.4 Two-way stop442 807215.02 1238730.2 Two-way stop443 807287.83 1238733.3 Two-way stop446 897914.02 1303123.9 Diverge -Uncontrolled 448 897915.97 1302879.8 Diverge -Uncontrolled 454 806270.05 1272111 Two-way stop457 807931.8 1271119.2 Two-way stop458 814385.5 1270596.9 Two-way stop459 810566.45 1270521.4 Two-way stop461 869074.65 1258735 Two-way stop463 820737.14 1249836.4 Two-way stop469 807543.47 1257387.5 Two-way stop480 813073.03 1260245.1 Two-way stop489 897367.43 1292138.6 Two-way stop495 812482.72 1261830.2 Two-way stop499 808645.46 1277955.8 Diverge -Uncontrolled 500 808683.35 1278571.3 Two-way yield502 902996.77 1306308.8 Two-way stop503 902568.12 1305024 Two-way stop506 794114.72 1177117.7 Two-way stop507 793464.96 1177643.6 Diverge -Uncontrolled 508 797700.89 1174121.7 Two-way stop513 809798.71 1175331.5 Diverge -Uncontrolled 524 809708.08 1191714.4 Diverge -Uncontrolled 549 858700.82 1290016.5 Two-way stop553 810815.02 1268490.4 Two-way yield564 800704.91 1382173.6 Two-way yield570 873761.53 1328500.1 Two-way yield571 875285.13 1326719.6 Two-way yield583 992200.39 1258916.2 Two-way yield584 993469.44 1257551.3 Two-way yield587 992212.63 1257460 Two-way yield588 992102.5 1257848.5 Two-way yield591 992353.35 1257674.2 Two-way yield592 991915.89 1257576.3 Two-way yield595 990793.18 1257707.8 Two-way yield606 801448.34 1350423.1 Two-way stop607 801383.59 1350427.2 Two-way stop608 800867.98 1328250.7 Two-way stopPage 4 of 6Appendix C Page 41 of 43 Appendix CClinton NGSNode Data TableNode # X-Coord Y-Coord Control Type610 801648.98 1328242.5 Two-way stop611 801333.07 1329633.9 Two-way yield635 782833.75 1363487.6 Two-way stop636 784212.52 1363372.8 Two-way stop639 784202.19 1363265.1 Diverge -Uncontrolled 644 800707.69 1382089.3 Signalized
-Flashing646 800799.27 1382077.3 Diverge -Uncontrolled 651 801286.82 1372429.9 Diverge -Uncontrolled 652 802448.02 1373356.3 Two-way yield655 865175.77 1339986.9 All-way stop656 863424.09 1337035.5 Two-way stop657 863372.29 1337112.5 Diverge -Uncontrolled 658 865180.48 1336721.9 Two-way yield660 805852.79 1328203.9 Two-way stop661 836878.31 1328032 Two-way stop662 873769.11 1327620.6 Two-way stop663 873742.74 1327737.6 Diverge -Uncontrolled 664 875278.4 1327606.9 Two-way stop682 997185.76 1266226.6 Two-way yield691 992113.13 1256332.4 Two-way yield695 800715.89 1381641.9 Signalized
-Flashing696 800612.4 1381648.8 Diverge -Uncontrolled 697 800052.7 1373524.6 Two-way yield699 801515.88 1363163.3 Two-way stop700 801571.58 1363162.9 Two-way stop703 875385.11 1327607.9 Two-way yield706 784334.08 1363363 Two-way yield714 875306.19 1327493.8 Diverge -Uncontrolled 715 873670.98 1327621.3 Two-way yield720 863370.99 1336977.2 Two-way yield721 862987.5 1336535.1 Two-way stop722 864324.11 1338088.3 Two-way stop723 864387.56 1338169.9 Two-way yield724 864402.62 1338025.5 Diverge -Uncontrolled 725 800718.01 1381552.5 Two-way yield726 806931.44 1382023 Signalized
-Flashing732 1000013.5 1260311.4 Signalized
-Flashing739 1000052.8 1256338.5 Signalized
-Flashing740 1000068 1255024.1 Signalized
-Flashing749 804310.55 1328211.4 Two-way stop752 864169.71 1342292.7 Two-way stop753 864134.31 1343608 Two-way stop759 869257.93 1327663.3 Two-way stop760 869186.37 1323681.81 Two-way stopPage 5 of 6Appendix C Page 42 of 43 Appendix CClinton NGSNode Data TableNode # X-Coord Y-Coord Control Type761 869154.38 1321004.3 Two-way stop762 855944.5 1327790.9 Two-way stop764 864029.42 1335808.7 Two-way stop770 862651.89 1338409.2 Two-way yield771 761549.15 1328487.1 Two-way stop773 826117.34 1354770.2 All-way stop777 781634.84 1328390.7 Two-way stop778 788409.16 1328376.1 Two-way stop780 801291.25 1327046.8 Two-way yield781 826174.66 1344157.3 Two-way stop782 826271.12 1328166.7 Two-way stop807 804754.14 1387253.3 Signalized
-Flashing829 797997.37 1381770.4 Two-way stop830 797059.87 1381814 Two-way stop833 797067.96 1381416.8 Two-way stop856 800265.85 1400686.2 Signalized
-Flashing866 994847.76 1255080.1 Signalized
-Flashing883 881826.73 1327538.8 All-way stop886 801336.09 1373493.3 Two-way yield887 801135.41 1373392.9 Two-way yield888 801456.96 1366103.8 Diverge -Uncontrolled 889 801244.3 1373450.3 Diverge -Uncontrolled 898 800267.5 1400603.9 Diverge -Uncontrolled 959 809607.04 1269500.4 Two-way stop963 812822.95 1260222.2 Two-way stopNote: Coordinates in NAD83 State Plane Illinois EastNodes which reflect changes in roadway properties (number of lanes,speed limit, capacity, etc.) at points along the link are omitted from this list.Page 6 of 6Appendix C Page 43 of 43 ARCADISAppendix DMaps of Average Speed by Houron Clinton Road Network (WinterDay, Normal Weather, Full EPZ)
Evacuation Avg SpeedLinksHour 1(mph)<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 1 of 7 Appendix D -Page 2 of 7 Appendix D -Page 3 of 7 Evacuation Avg SpeedLinks____ n n- AfHour 4(mph)<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 4 of 7 Evacuation Avg SpeedLinksHour 5(mph)I<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 5 of 7 Appendix D -Page 6 of 7 Evacuation Avg SpeedLinksHour 7(mph)<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 7 of 7}}

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