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#REDIRECT [[RA-13-085, Attachment 10 - Updated Evacuation Time Estimates for Three Mile Island Nuclear Station Plume Exposure Pathway and ETE Review Criteria Checklist]]
| number = ML13254A114
| issue date = 09/05/2013
| title = Attachment 10 - Updated Evacuation Time Estimates for Three Mile Island Nuclear 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 = 05000289, 05000320
| license number = DPR-050, DPR-073
| contact person =
| case reference number = RA-13-085, RS-13-221, TMI-13-137
| document type = Evacuation Time Estimate/Report (ETE)
| page count = 206
}}
 
=Text=
{{#Wiki_filter:ATTACHMENT 10Updated Evacuation Time Estimates for Three Mile Island Nuclear Station PlumeExposure Pathway and ETE Review Criteria Checklist Three Mile Island Nuclear StationETE Review Criteria Checklist Three Mile IslandTable B-1 ETE Review Criteria Checklist
...~ J .j~ Criterion Addres sed inComet: ETE Anals§is:
 
===1.0 Introduction'===
: a. The emergency planning zone (EPZ) and surrounding areashould be described.
yesSect_
__2b. A map should be included that identifies primary features ofthe site, including major roadways, significant topographical yes Figure 1-1, 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 Sect 4.3provided.
: b. Sources of demographic data for schools, special facilities, large employers, and special events should be identified.
yes Sect 2.1, 3c. Discussion should be presented on use of traffic controlplans in the analysis.
yes Sect 2.1d. Traffic simulation models used for the analyses should beidentified by name and version.
yes Sect 5.5e. Methods used to address data uncertainties should bedescribed, yes Sect6.61.2 Assumptions
: a. The planning basis for the ETE includes the assumption thatthe evacuation is ordered promptly and no early protective yes Sect 2.1, 3, 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 No "Special Event" see section 2.4.4should be provided for use of other scenarios.
1P Criterion Addressed n CommentsETE Analysis
,__(YOWn~o)1.3.1 Staged Evacuation
: a. A discussion should be provided on the approach used indevelopment of a staged evacuation.
yes Sect 6.41.4 Evacuation Planning Areasa. A map of the EPZ with emergency response planning areas(ERPAs) should be included, yes Figure 1-1b. A table should be provided identifying the ERPAsconsidered for each ETE calculation by downwind direction yes Table 6-2 & 6-3in each sector.c. A table similar to Table 1-4, "Evacuation Areas for a StagedEvacuation Keyhole,"
of NUREG/CR-7002 should be yes Table 6-2 & 6-3provided 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, 3b. Population values should be adjusted as necessary forgrowth to reflect population estimates to the year of the ETE. yes 2010 Census data used for ETEc. 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 orjustification should be provided for other values, yes Sect 3.1.1b. Major employers should be listed. yes Table Al2.1.2 Transient Population
: a. A list of facilities which attract transient populations shouldbe included, and peak and average attendance for these yes Sect 3.3, Table A2 & A3facilities 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 3.2oa Criterion Addressed InETE Analysisitemized and totaled for each scenario.
: c. The percent of permanent residents assumed to be at yes Sect 3.3facilities 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, 3.3values 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 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 groupshould be quantified.
yes Sect 3.1.2c. 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 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 3-6provided 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 A3 thru A6Special facility staff should be included in the total specialw Criterion Addressed inETE AnalsCommets (Yes/No)
........facility population.
... .....b. A discussion should be provided on how special facility datawas obtained.
yes Sect 3.4c. The number of wheelchair and bed-bound individuals shouldbe provided.
yes TableA6d. An estimate of the number and capacity of vehicles neededto support the evacuation of the facility should be provided, yes Table A6e. The logistics for mobilizing specially trained staff (e.g.,medical support or security support for prisons, jails, and yes Sect 5.2. Part of offsite agency planning process.other correctional facilities) should be discussed whenappropriate.
2.4 Schoolsa. A list of schools including name, location, studentpopulation, and transportation resources required to support yes Sect 3.4.2, Table 3-4 & A4the evacuation, should be provided.
The source of thisinformation should be provided.
: b. Transportation resources for elementary and middle schoolsare based on 100% of the school capacity.
yes Sect 3.4.2c. The estimate of high school students who will use theirpersonal vehicle to evacuate should be provided and a basis yes Sect 3. POV adjustment N/Afor the values used should be provided.
: d. The need for return trips should be identified if necessary.
yes Sect 6.7, Table 6-62.5.1 Special Eventsa. A complete list of special events should be provided andincludes information on the population, estimated
: duration, no See Sect 2.4.4and season of the event.b. The special event that encompasses the peak transient population should be analyzed in the ETE. no See Sect 2.4.4c. The percent of permanent residents attending the eventshould be estimated.
no See Sect 2.4.42.5.2 Shadow Evacuation
: a. A shadow evacuation of 20 percent should be included forareas outside the evacuation area extending to 15 miles yes Figure 1-2from the NPP.b. Population estimates for the shadow evacuation in the 10 to15 mile area beyond the EPZ are provided by sector. yes Figure 1-210, Criterion Addressed InETE.Analysis
_YesiNo)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 trafficshould be based on the average daytime traffic.
Values may yes Sect 2.1, 4.3be reduced for nighttime scenarios.
: b. Pass-through traffic should be assumed to have stoppedentering the EPZ about two hours after the initial notification.
yes Sect 2.1,4.32.6 Summary of Demand Estimation
: a. A summary table should be provided that identifies the totalpopulations and total vehicles used in the analysis for yes Table 3-1 thru 3-5permanent residents, transients, transit dependent residents, 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 es Sect 4discussed.
ysSc43.1 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 shouldbe provided.
yes Appendix Ce. A legible map of the roadway system that identifies node ysApninumbers and segments used to develop the ETE should be yes 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 ytransportation network should be described in detail and yes Sect 4a,
.~~~Criterion-Addressedý in .~ omr~~ETE Analysis(Yes/NO)identifies factors that are expressly used in the modeling.
: b. The capacity analysis identifies where field information yshould be used in the ETE calculation.
yes Sect 4.3. Field information used to verify model3.3 Intersection Controla. A list of intersections should be provided that includes thetotal numbers of intersections modeled that are yes Appendix Cunsignalized, signalized, or manned by response personnel.
yb. 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 is yes Sect 4.3used in the calculations.
3.4 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 impediments are part of the PAD processstreets and driveways, when applicable.
4.0 Development of Evacuation Times .... ...4.1 Trip Generation Time ....a. The process used to develop trip generation times should be yes Sect 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 5w0 Criterion Addressed inETE Analysis,,,_Comments____
(YesINo)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 See Sect 2.4.4 No "Special Event" scenario req'dshould 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 theETE analysis.
If new plans are developed with the ETE, they yes Sect 5.3, 3.1.2. Transportation assistance phoneshould have been agreed upon by the responsible numbers and pickup point information is published forauthorities.
the public.b. Discussion should be included on the means of evacuating ambulatory and non-ambulatory residents.
yes Sect 5.3c. The number, location and availability of buses, and otherresources needed to support the demand estimation are yse Table 3-6provided.
: d. Logistical
: details, such as the time to obtain buses, briefdrivers and initiate the bus route are provided, yes Sect 5.4.3, 6.7e. Discussion should identify the time estimated for transitdependent residents to prepare and then travel to a bus yes Sect 6.7pickup point, and describes the expected means of travel tothe pickup point.f. The number of bus stops and time needed to load ysSc .passengers should be discussedSect 6.7g. A map of bus routes should be included.
N/A Pickup points are published.
Routes are not scripted.
: h. The trip generation time for non-ambulatory personsincludes the time to mobilize ambulances or special yes Sect 6.7vehicles, time to drive to the home of residents, loading time,II-.1 Criterion Addressed in Comments_______,..________________________
,ETE Analysis
___,,_____.....Comments
____ (Yes/No)and time to drive out of the EPZ should be provided.
: i. Information should be provided to support analysis of returntrips, if necessary.
yes Sect 6.74.1.3 Special Facilities
: a. Information on evacuation logistics and mobilization timesshould be provided.
yes Sect 6.7b. Discussion should be provided on the inbound and outbound yes Sect 6.7speeds.c. The number of wheelchair and bed-bound individuals shouldbe provided, and the logistics of evacuating these residents yes page E-2, Sect 3.4, Table A6should be discussed.
: d. Time for loading of residents should be provided, yes Sect 6.7e. Information should be provided that indicates whether theevacuation can be completed in a single trip or if additional yes Sect 2.1, 3.1.2, 3.6trips are needed.f. If return trips are needed, the destination of vehicles shouldbe provided, yes Sect 3.6, 6.7g. 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 6.74.1.4 Schoolsa. Information on evacuation logistics and mobilization timesshould be provided, yes Sect 6.7b. Discussion should be provided on the inbound and outbound yes Sect 6.7speeds.c. Time for loading of students should be provided, yes Sect 6.7d. Information should be provided that indicates whether theevacuation can be completed in a single trip or if additional yes Sect 6.7, Table 6-6. PA utilizes a "single-lift" strategy.
trips are needed.e. If return trips are needed, the destination of school busesshould be provided.
yes Sect 6.7f. If used, reception centers should be identified.
Discussion should be provided on whether students are expected to yes Sect 5.4.3; Schools evacuate directly to host schoolspass through the reception center prior to being evacuated 91
> Criterion.
Addressed i < ~ '.______________________________
EEAn'a~lsis~
Co.to their final destination.
: g. Supporting information should be provided to quantify thetime elements for the return trips yes Sect 6.74.2 ETE Modelinga. General information about the model should be providedand demonstrates its use in ETE studies.
yes Sect 5.5b. If a traffic simulation model is not used to conduct the ETE N/A traffic simulation usedcalculation, sufficient detail should be provided to validatethe 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 yset of model inputs should be provided.
yes Sect 5.5b. 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 to yes Sect 6, Table 7-1support review:1. 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, 1Pto Criteon Addressed In Comments_________________
________________ETE Analy"sis_
_ _ _ _ _ _ _ _ _ _ _ _ _________________________(Y,
.es. o) "___________________
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 Sect 6population.
: b. The ETE for 100% of the general public should include allmembers of the general public. Any reductions or truncated yes Sect 6data should be explained.
: c. Tables should be provided for the 90 and 100 percent ETEssimilar to Table 4-3, "ETEs for Staged Evacuation Keyhole,"
yes Sect 6of 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, yes Sect 75.3 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 issues5.4 Reviews and Updatesa. A discussion of when an updated ETE analysis is required tobe performed and submitted to the NRC. yes Sect 6.55.5 Reception Centers and Congregate Care Centera. A map of congregate care centers and reception centers yes Figure 4-1; Cong. Care is an event specific part of RERPshould be provided.
Ib. If return trips are required, assumptions used to estimate N/A not requiredw Criterion Addressed in CmmefETE Analysis
............
.lFes/No)return times for buses should be provided.'
: c. It should be clearly stated if it is assumed that passengers are left at the reception center and are taken by separate yes Sect 3.1.2buses to the congregate care center. IExelonTechnical ReviewerSupervisory Reviewr)~tADate1'~ 1(3Datew Three Mile Island Nuclear StationEvacuation Time Estimates ARCADISInfrastructure Water Environment Buildings Imagine the resultEvacuation Time Estimates for theThree Mile Island Plume ExposurePathway Emergency PlanningZonePrepared for.Exelon Generation Kennett Square, PAPrepared by:ARCADIS U.S., Inc.1 Executive DriveSuite 303Chelmsford Massachusetts 01824Tel 978.937.9999 Fax 978.937.7555 OLr Ref.:B0033739.0000 Date:I August 2013 ARCADIS Executive SummaryExecutive SummaryThis report documents the approach and presents the results of the Evacuation TimeEstimate (ETE) study performed by ARCADIS for Three Mile Island (TMI) in Londonderry
: Township, Dauphin County, Pennsylvania.
The study reflects the current definition of theEmergency Planning Zone, which is the region within a nominal 10-mile distance of TMI.The most recent previous study of evacuation time estimates for TMI was performed in2003. The present study was performed using population data from the 2010 census.PTV VisionTM software was used to perform evacuation modeling for different scenarios.
The PTV Vision traffic simulation software package includes VISUM (macroscopic 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 consisted 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 Emergency Planning Zone (EPZ)via recommended evacuation routes and to make their way to designated reception centersafter leaving the EPZ.The EPZ for TMI includes parts of five Pennsylvania counties:
Cumberland, Dauphin,Lancaster, Lebanon and York. Based on the 2010 census, the estimated population residing in the EPZ is 226,034.
Dauphin County has 47% of the EPZ resident population; 32% of the population resides in York County; 16% in Lancaster County; 4.5% inCumberland County; and the remaining 0.5% in Lebanon County. The region ispredominantly urban/industrial and suburban in character, including part of the city ofHarrisburg, the city of Hershey (Derry Township),
and several boroughs south of Harrisburg (Swatara,
: Steelton, Lower Paxton, Lower Swatara, Middletown).
The population in the EPZincreased by 12% between 2000 and 2010; the most rapid population growth in the EPZoccurred in York County (21.6%) and Lancaster County (14.3%).Three Mile Island is located in the Susquehanna River, which is about a mile wide as itcrosses the EPZ, flowing from northwest to southeast.
The river is a barrier to travel withinthe EPZ. The Pennsylvania Turnpike (1-76) crosses the river about 6 miles northwest ofTMI, and 1-83 crosses at the EPZ boundary, just beyond 10 miles northwest of TMI. U.S.30 crosses the river about 13 miles southeast of TMI. The Zones within a nominal 2-mileE-1 Va ARCADIS Executive Summarydistance from TMI have 5,438 residents.
The zones from 2-5 miles contain about 18% ofthe EPZ resident population, and the zones beyond 5 miles contain almost 80%.The transient population, which includes large workplaces, recreational facilities andhotels/motels, was estimated at 61,058 persons for a winter weekday and 86,741 personsfor a summer weekend.
The special facilities population, including nursing homes andhospitals, was estimated at 11,364 persons (residents plus staff) for weekdays, and 6,773for nights and weekends.
The estimated population of schools and day care centers for awinter weekday is 48,874, including children and staff. These population estimates includeintrinsic double counting, as some persons in the transient and special facility populations are also included in the permanent and seasonal resident counts. Thus, evacuation timesusing these population figures are considered conservative.
Vehicle 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 2.23 persons per vehicle, whichrepresents 1.35 vehicles per household.
For the 2003 study, vehicle occupancy was 1.65persons per vehicle, assuming that all households with two or more vehicles would use twovehicles to evacuate.
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 48 persons.
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 the additional staff. Total vehicle demand for allpopulation categories ranges from 135,649 (winter night) to 163,136 (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 I resident population within this region is 409,742.
It was assumed that 20% of thepopulation in this region would evacuate.
The occupancy factor for EPZ residents (2.23persons per vehicle) was applied to estimate vehicle demand for this population.
Shadowevacuees residing outside the EPZ add vehicle demand of 36,748 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).E-2 Q ARCADIS Executive SummaryA set of "staged evacuation" scenarios was also evaluated.
Under a staged evacuation
: scenario, only the population within the 2-mile zones closest to TMI would evacuate initially; evacuation of surrounding zones would be initiated after most traffic from the 2-mile zoneshas cleared.
The purpose of evaluating these scenarios is to assess the potential reduction in evacuation times that might be achieved for the population at greatest risk.Simulations were also performed to assess the potential impact of population growth onpredicted evacuation times. This sensitivity analysis is used to define a threshold population figure that would trigger another ETE update study.Evacuation times for the general population are summarized in Table E-1. For normalweather, ETEs are up to 10 hours 25 minutes for 90% of vehicles to evacuate the full 10-mile EPZ, and 11 hours 25 minutes for 100% to evacuate.
The case with the longest ETEsfor the full EPZ is Winter Weekday.
With adverse weather, the predicted ETEs were up to2 hours 55 minutes longer.The ETEs to evacuate only the 2-mile zone are 2:40 to 4:10 (90%) and 3:05 to 4:40(100%). The ETEs to evacuate all zones out to 5-miles are 3:50 to 5:25 (90%) and 4:05 to5:50 (100%). The 90% ETEs from the current study are about 2 hours longer thancorresponding times from the 2003 study, while 100% ETEs are roughly the same as timesfrom the previous study.The ETEs for the full EPZ reflect major traffic congestion in the zones more than 5 milesfrom TMI. Both the residential and transient populations are concentrated in these outerzones, particularly in Dauphin County.E-3 0 ARCADISExecutive SummaryTable E-1: Evacuation Time Estimate Summary for Three Mile Island EPZScenario:
(1) 1 (2) 1 (3) 1 (4) 1 (5) 1(6) 1 (7) 1 (8)Weather:
Normal IAdverse N ormal N Normal I Normal IAdverse N ormal I NormalEv cuation 90% Evacuation Time'Area2-mile Zone 3:20 3:50 2:40 2:40 3:20 4:10 2:40 2:405-mile Zone 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:5510-mile EPZ 9:55 11:35 8:30 8:15 10:25 13:00 8:30 8:05_ _ _100% Evacuation Time2-mile Zone 3:45 4:15 3:05 3:05 3:45 4:40 3:05 3:055-mile Zone 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:1010-mile EPZ 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:50E-4 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 Transport-Dependent Permanent Population 3-23.2 Seasonal Residents 3-33.3 Transient Population 3-33.4 Special Facilities Population 3-53.4.1 Medical, Nursing Care and Correctional Facilities 3-53.4.2 Schools and Day Care 3-53.5 Emergency Response Planning Area Population Totals 3-63.6 Transportation Resources 3-74. Evacuation Roadway Network 4-14.1 Network Definition 4-14.2 Evacuation Route Descriptions 4-1 ARCADIS Table of Contents4.3 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 Sensitivity to Population Growth and Roadway Impact 6-26.5.1 Population Growth 6-26.5.2 Roadway Impact 6-36.6 Performance Metrics for Simulation Model 6-36.7 ETE for Transit-Dependent Special Facilities and Schools 6-47. Traffic Control Recommendations 7-17.1 General 7-17.2 Evacuation Access Control Locations 7-17.3 Traffic Management Locations and Tactics to Facilitate Evacuation 7-18. References 8-1ii ARCADIS Table of ContentsTablesTable E-1: Evacuation Time Estimate Summary for Three Mile Island EPZ E-4Table 1-1: Permanent Resident Population in the Three Mile Island EPZ 1-7Table 1-2: Designated Reception Centers for Evacuation 1-9Table 1-3: ETE Comparison 1-10Table 3-1: Resident Population and Vehicle Demand by EPZ Sub-Area 3-8Table 3-2: Transient Population and Vehicle Demand within the Three Mile IslandEPZ 3-9Table 3-3: Population and Vehicle Demand for Schools and Special Facilities inthe Three Mile Island EPZ 3-10Table 3-4: Summary of Population and Vehicle Demand within the Three MileIsland EPZ 3-11Table 3-5: Summary of Transportation Resources 3-12Table 4-1: Three Mile Island EPZ Primary Evacuation Routes 4-3Table 6-1: Evacuation Time Estimate Summary for Three Mile Island GeneralPopulation 6-6Table 6-2: Evacuation Times for General Population for Keyhole Zones 6-7Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage Iends at 3 hour 20 minutes) 6-9Table 6-4: Summary of Network Performance (Full 1 0-mile EPZ, Winter Weekday,Normal Weather) 6-16Table 6-5: ETE for Special Facilities, Three Mile Island EPZ (Full 10-mile EPZ,Winter Weekday, Normal Weather) 6-17Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, WinterWeekday, Normal Weather) 6-18Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, WinterWeekday, Normal Weather) 7-2iii Va ARCADIS Table of ContentsFiguresFigure 1-1. Three Mile Island EPZ Area 1-5Figure 1-2. Resident Population by Sector within 15 Miles of Three-Mile IslandGenerating Station 1-6Figure 4-1. Designated Evacuation Routes for Three Mile Island EPZ 4-4Figure 5-1. Departure Time Distributions for the EPZ for Three Mile Island 5-5Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite 5-6Figure 6-1. Departure Curves for Stage 2 Zones, Three Mile Island 6-10Figure 6-2. TMI Sensitivity of ETE to Growth of Residential Population (WinterWeekday, Normal Weather, Full EPZ) 6-11Figure 6-3. TMI Predicted Traffic Volume by Link with Full Network (SummerWeekday, Normal Weather, Full EPZ) 6-12Figure 6-4. TMI Predicted Traffic Volume by Link with US 322/1-83 NB just north ofUnion Deposit Rd Link Removed (Summer Weekday, Normal Weather,Full EPZ) 6-13Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, WinterWeekday, Normal Weather) 6-14Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (totalvehicles 154,970) 6-15Appendices A Transient and Special Facility Population DataB Telephone Survey of EPZ Residents C Roadway Network Map and Data TableD Maps of Average Speed by Hour for Roadway Links -TMIiv ARCADISList of Acronyms and Abbreviations Table of ContentsADT Average daily trafficBAO ESRI Business Analyst OnlineEAS Emergency Alert SystemEPZ Exposure Pathway Emergency Planning ZoneERPA Emergency Response Protection AreaETE Evacuation time estimateGIS Geographic information systemGPS Global Positioning SystemLOS Level-of-service NRC Nuclear Regulatory Commission PAR Protective Action Recommendation PEMA Pennsylvania Emergency Management AgencyTAR Tone alert radiosTMI Three Mile IslandWC Wheelchair V
Exelon Generation ARCADIS Three Mile IslandEvacuation 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 Three Mile Island (TMI)Plume Exposure Pathway EPZ in 2003 (Earth Tech, 2003). The guidance presented inNUREG/CR-7002 indicates that the evacuation time estimates should be updated as localconditions change, but at least once each decade, following release of the federal census.The current update study was prompted by the issuance of revised ETE guidance (CR-7002) and the availability of population data from the 2010 census. Census data indicatethat the population residing within the EPZ increased by 24,140 between 2000 and 2010.The estimated 2010 population of the EPZ is 226,034, a 12% population increase since2000. (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 ARCADIS Three Mile IslandEvacuation 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 toupdate the existing Evacuation Time Estimates for TMI. The emergency response plan isdesigned to protect the health and safety of the public in the event that an evacuation isordered as a protective action in response to an accident at TMI.The TMI site is located off the eastern shore of the Susquehanna River in Londonderry
: Township, Dauphin County, Pennsylvania, about 10 miles southeast of Harrisburg.
Thelocation of the plant is shown in Figure 1-1. A listing of the municipalities included in theEPZ and their 2010 permanent resident population within the Three Mile Island EPZ ispresented in Table 1-1.The plume exposure pathway EPZ is the geographic area surrounding a nuclear powerplant within which the NRC requires advance planning for evacuation or other short-term protective actions in the event of a radiological emergency.
The EPZ for TMI consists ofthe area within an approximate 10-mile radius of TMI.The Three Mile Island EPZ is subdivided into a total of 10 Sub-Areas, also known asEmergency Response Planning Areas (ERPAs).
As a rule, such Sub-Areas are the basicunits for which protective action recommendations are issued. It is understood thatcurrent Pennsylvania policy requires the evacuation of the entire EPZ if an evacuation isrecommended.
Nevertheless, it is necessary under NRC guidance to evaluate partial-EPZ evacuation scenarios.
Sub-Area boundaries generally follow geographic (township and borough) boundaries, and reflect distance and direction from TMI. The distanceranges of concern are 0-2 miles, 2-5 miles, and beyond 5 miles. EPZ and Sub-Areaboundaries are shown in Figure 1-1. The Sub-Areas are described in more detail inSection 3.A listing of the permanent resident population for 2000 and 2010 by county and by Sub-Area within the Three Mile Island EPZ is included in Figure 1-1. Table 1-1 compares theEPZ population by township and borough from the 2010 and the 2000 census.1-2 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates The EPZ for TMI includes parts of five Pennsylvania counties:
Cumberland, Dauphin,Lancaster, Lebanon and York. Dauphin County has 47% of the EPZ resident population; 32% of the population resides in York County; 16% in Lancaster County; 4.5% inCumberland County; and the remaining 0.5% in Lebanon County. The region ispredominantly urban/industrial and suburban in character, including part of the city ofHarrisburg, the city of Hershey (Derry Township),
and several boroughs south ofHarrisburg (Swatara,
: Steelton, Lower Paxton, Lower Swatara, Middletown).
Thepopulation in the EPZ increased by 12% between 2000 and 2010; the most rapidpopulation growth in the EPZ occurred in York County (21.6%) and Lancaster County(14.3%).Three Mile Island is located in the Susquehanna River, which is about a mile wide as itcrosses the EPZ, flowing from northwest to southeast.
The river is a barrier to travelwithin the EPZ. The Pennsylvania Turnpike (1-76) crosses the river about 6 milesnorthwest of TMI, and 1-83 crosses at the EPZ boundary, just beyond 10 miles northwest of TMI. U.S. 30 crosses the river about 13 miles southeast of TMI. The 2-mile Zones 2Aand 2B have 5,438 residents.
The zones from 2-5 miles contain about 18% of the EPZpermanent resident population, and the zones beyond 5 miles contain almost 80%.NRC guidance requires consideration of potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent residentpopulation within this region is 409,742.
This population is concentrated in two cities,Harrisburg, located north of the EPZ, and York, immediately south of the EPZ. A mapshowing the population by distance and direction sector within 15 miles of TMI is providedin Figure 1-2. (Due to roundoff errors that propagate when sector boundaries cut acrosscensus block boundaries, the population numbers disagree slightly between Figure 1-1and Figure 1-2. Figure 1-1 is more accurate for the EPZ population.)
1.3 Designated Reception CentersThe TMI emergency response evacuation plan directs residents of each community within the EPZ to evacuate to specified reception centers.
If evacuation is initiated whileschools are in session, students will be transported directly to designated Host Schools,and families are instructed to meet up with the students at those locations.
The designated reception centers for individual boroughs and townships are listed inTable 1-2. The roadway network used to develop evacuation time estimates includes themajor roadways recommended to the public as evacuation routes from individual 1-3 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates communities to designated reception centers.
The roadway network is described in detailin Section 4.1.4 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 2003 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 (2.23 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 36,748 vehicles inthe area immediately outside the EPZ. Each of these issues is discussed in more detailin following sections of the report.1-4 2010ERPA Population 2A 1,5702B 3,9685A 22,2025B 6,0235C 6,4125D 6,98910A 84,48710B 29,59510C 40,84310D 23,945TOTAL: 226,034\~~d0 4 8Miles\ Three Mile Island A cA I.,10 Miles from Plant II lRClJ VTownship Boundary THREE MILE ISLANDERPA Zones GENERATING STATIONPOPULATION rM I EPZ Boundary kPJBfIT -BTERA iPZ 23,8IUT 50,1I,e EPZDISTANCEDISTANCEEPZ 1 301 NAEPZ 2 2,403 NAEPZ 3 8,386 NAEPZ 4 15,305 NAEPZ 5 13,232 NAEPZ 6 17,891 NAEPZ 7 29,462 NAEPZ 8 33,137 NAEPZ 9 36,266 NAEPZ 10 42,251 OUT 10 5,791EPZ 11 20,224 OUT 11 52,026EPZ 12 7,105 OUT 12 66,880EPZ 13 48 OUT 13 93,926EPZ 14 1 OUT 14 112,372OUT 15 78,765EPZ TOTAL: 226,012, EPZ-15 TOTAL 409,760TOTAL POPULATION:
635,772/ J1211/137 iI4204Legendr TMI EPZ BoundarySectors-15 miler- Sector Direction 354,112:8279&#xfd;806980EPZ 4,641TOT: 35,446,NOTE:* 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 Open 5tret ap RBowo IgSew: 5,055 O,, SmlvsMAcoew
: 0W19M2012, olaArOGIS oil0T nl. iae V not o0r , 0,1550 0,d f IS U otSARCADIS6XLNGNRTO
/EPZ 19,4COl 7625!
Exelon Generation V2 ARCADIS Three Mile IslandEvacuation Time Estimates Table 1-1: Permanent Resident Population in the Three Mile Island EPZCensus, Census PercentCounty Subiviio IOO Cha joCumberland CountyLower Allen township (Part) 10D 7,349 7,277New Cumberland borough 10D 2,166 2,312County Subtotal 9,515 9,589 0.8%Dauphin CountyConewago township 10A 2,847 2,997Derry township 10A 21,273 24,679Harrisburg city (Part) 10A 5,426 5,542Highspire borough 5A 2,720 2,399Hummelstown borough 10A 4,360 4,538Londonderry township 2A, 5A 5,224 5,235Lower Paxton township (Part) 10A 4,919 5,957Lower Swatara township 5A, 10A 8,149 8,268Middletown borough 5A 9,242 8,901Paxtang borough 10A 1,570 1,545Royalton borough 5A 963 907South Hanover township 1OA 4,793 6,248Steelton borough 10A 5,858 5,990Swatara township 10A 22,611 23,362West Hanover 1 OA 0 54Countv Subtotal 99.955 106.622 6.7%Lancaster CountyConoy township 2B, 5B, 1OB 3,067 3,194East Donegal township (Part) 10B 3,895 8,139Elizabethtown borough 10B 11,887 11,545Mount Joy township (Part) 1OB 6,471 5,292West Donegal township 5B, 1OB 6,539 8,260County Subtotal 31,859 36,430 14.3%Lebanon CountySouth Londonderry township (Part) 906 825Lebanon County Subtotal 906 825 9.2%1-7 Exelon Generation Va ARCADIS Three Mile IslandEvacuation Time Estimates Table 1-1: Permanent Resident Population in the Three Mile Island EPZCensus Census Pecntqu~ ~ ~2000' 206 ChangeYork CountyConewago township 5C, 1OC 5,278 7,510Dover township (Part) 10C 1,598 1,467East Manchester township 10C 5,078 7,264Fairview township 5D, 10D 14,321 16,668Goldsboro borough 2B 939 952Hellam township (Part) 1OC 942 978Lewisberry borough 10D 385 362Manchester borough 10C 2,350 2,763Manchester township (Part) 10C 10,787 15,825Mount Wolf borough 1OC 1,373 1,393Newberry township 2B, 5C, 5D, 1OC, 10D 14,332 15,285Springettsbury township (Part) 10C 369 340Warrington township (Part) 1OC 1,098 1,052York Haven borough 5C 809 709York County Subtotal 59,659 72,568 21.6%EPZ Total 201,894 1 226,034 1 12.0%Sources:
a) 2000 census data from 2003 ETE study reportb) 2010 census data (block level); matches PEMA estimate.
1-8 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation Cumberland CountyBig Spring High School, Newville Lower Allen, New Cumberland Dauphin CountyFaust Junior High School Harrisburg City, Highspire
: Borough, Steelton BoroughShippensburg University, Shippensburg Lower Paxton, Paxtang Borough, SwataraWilliams Valley High School, Williamstown
: Conewago, Hummelstown
: Borough, Londonderry, SouthHanoverLebanon County Career & Tech Center Derry TownshipBlue Mountain High School, Schuylkill Haven Lower Swatara, Middletown
: Borough, Royalton BoroughLancaster CountyPark City Mall, Lancaster Conoy, East Donegal, Elizabethtown
: Borough, Mount Joy,West DonegalLebanon CountyLebanon County Career & Tech Center I South Londonderry TownshipYork CountyRed Lion High School, Red Lion East Manchester, Hellam, Mount Wolf Borough,Springettsbury Susquehannock High School, Shrewsbury
: Conewago, East Manchester, Manchester Borough,Manchester,
: Newberry, York Haven BoroughGettysburg Junior/Senior High School, Conewago, Dover, Manchester, Warrington,
: Newberry, Gettysburg
: Fairview, Goldsboro
: Borough, Lewisberry BoroughSource: Three Mile Island Nuclear Station Evacuation Plan Map, prepared by Pennsylvania Emergency Management Agency, revised February 20061-9 CA ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 1-3: ETE Comparison ETE Element 2003 ETE Current studyPermanent Residents
-Total population
-201,894
-226,034-Vehicle occupancy
-1.62 persons per vehicle -2.23 persons per vehicle(persons per vehicle)Transit-dependent Evacuation of transit-dependent
-Population estimate population was not addressed in 2003 -3,400 (366 non-ambulatory)
-Number of buses study -112 bus trips (60 buses, two waves)-Number of ambulances
-48 ambulance, 48 wheelchair bus(or fewer with two waves)Transient facilities (winter day/summer weekend)
(all scenarios)
-Estimated population
-33,280 / 37,058 -61,058/86,741
-Vehicle demand -26,822 / 19,646 -45.962/47,096
-Adjust for double-count
-Adjustment for workers -Adjust for selected facilities Special facilities (winter weekday)
(winter weekday)-Estimated population
-3,892 -5,142 residents
-Number bus, van -150 bus/van -182 buses or vans-Ambulance, other -Not identified
-69 ambulance, 70 wheelchair bus(some multiple trips)Schools and daycare (winter weekday) school/daycare (winter weekday)-Student population
-37,071 / 7,151 (includes staff) -36,481 / 4,403-Number of buses -775 buses -778 buses, 219 vansBackground traffic None Average traffic by time of dayShadow evacuation None 20% of resident population outside(assumed basis) designated zonesSpecial event(s)
None NoneScenarios
-Winter weekday -Weekday (winter, summer)-Winter weeknight
-Weeknight (winter, summer)-Summer weekend -Weekend (winter, summer)-Both normal and adverse weather for -Adverse weather weekday onlyall 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, VISSIMand versionDeparture times -Residential based on literature
-Warning based on literature
-Transient based on literature
-Residential based on survey-Specials based on notification at alert -Transient based on survey-Specials notified with publicEvacuation times Estimates provided for 90 and 100% Estimates provided for 90 and 100%1-10 Exelon Generation ARCADIS Three Mile IslandEvacuation 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. Independent estimates developed from 2010 census datawere provided by PEMA.* Estimates for seasonal residents were developed from 2010 United States CensusBureau data on housing units. Census data identify the number of seasonalhousing units (vacant housing units for "seasonal or occasional use") at different geographic levels (e.g., by township, census tract, block group, block). Censusdata indicate an insignificant number of seasonal housing units in the EPZ for TMI.(Less than 0.7%.)" Population estimates for major employers were developed from the ESRI BAO listand the facility list from the 2003 study report. ARCADIS conducted internetsearches and telephone surveys to estimate facility employment and staffing levelsfor different scenarios.
Only facilities with potential staffing level of at least 50persons per work shift were pursued.* Information relating to hotels, motels and recreational facilities was obtained fromtourism websites, 2011 AAA TourBook
: listings, and the 2003 study report, withtelephone surveys to verify data and to assess seasonal occupancy.
For parks,visitation information was obtained from state park agencies.
" Current population estimates for schools were obtained primarily from countyemergency response
: agencies, plus enrollment information available on theinternet.
Some private schools and colleges were contacted by phone, usingfacility lists provided by county emergency management agencies.
* Lists of hospitals, rest homes and incarceration facilities were obtained from eachcounty emergency management agency.* The staffing levels at TMI reflect estimated peak personnel onsite during outageconditions.
These data were provided by Exelon Generation.
2-1 Exelon Generation C2ARCADIS Three Mile IslandEvacuation 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 and 90%departure times for residents are longer than the times assumed in the previousstudy.* 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. Medianand 90% departure times for transient facilities are longer than the times assumedin the previous study." The evacuation time estimates represent the time required to evacuate the EPZand designated analysis areas and include the time required for initial notification.
* Evacuation time estimates are presented for 90% and 100% of evacuating vehicles.
It is assumed that all persons within the EPZ area will evacuate.
For the100% evacuation time, evacuation of the EPZ will be considered complete after allevacuating vehicles are outside of the EPZ or the designated evacuation 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 Host Schools.2-2 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates 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.
Itis 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.Vehicle occupancy rates used for the various population categories are as follows:-Permanent residents
-2.23 persons per vehicle, based on telephone surveyresults-Major places of employment
-1 vehicle per employee.
-Hotels/Motels
-1 vehicle (1 to 2 persons) per occupied room.-Recreational areas -1 vehicle (3 persons) per campsite; 1.5 persons pervehicle at the Hershey Arena/Stadium and at Giant Center, shopping centers,visitor centers and museums; 3 persons per vehicle at amusement parks.-Schools -45 students and 3 staff per bus; one vehicle per additional staffperson.-Hospitals/
Nursing Homes/ Correctional Facilities
-2 persons per ambulance and 3 per wheelchair (WC) bus for non-ambulatory
: patients, and 24 people perbus or van for ambulatory residents.
-Transit-dependent general population
-2 persons per ambulance and 3 perWC bus for non-ambulatory residents, and 27 people per bus or van forambulatory residents.
Vehicle demand for most shopping centers and at the Hershey Arena/Stadium andat Giant Center was adjusted to reduce double-counting, assuming that 50% of2-3 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates attendees (and staff) reside in the EPZ, and 50% of those would return homebefore evacuating.
The transit-dependent population will be evacuated by bus or ambulance throughefforts coordinated by state and municipal emergency preparedness officials.
* Adverse weather refers to moderate to heavy rainstorms for summer conditions, and a moderate snowstorm for winter conditions.
2.2 Interaction with 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 Pennsylvania Emergency Management Agency (PEMA) and emergency agencies for Cumberland, Dauphin,Lancaster, Lebanon and York Counties were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available toevacuate special facilities, and the transport dependent general public. Thoseagencies were also consulted to identify any major events that take place within theEPZ that should be considered for a Special Event scenario.
PEMA provided their ownestimates of residential population for the EPZ based on 2010 census data, and a mapof designated evacuation routes and reception centers.
PEMA and the countyagencies 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 Three Mile Island EPZ are basedupon a time distribution of evacuation events as opposed to a summation of sequential events. This methodology assumes that the various time components in an evacuation (i.e., the time associated with preparation, mobilization, etc.) overlap and occur 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 facilitypopulations.
A tripgeneration time consists of two main components:
warning diffusion time and2-4 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates mobilization 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 warning systems leads to fasterwarning diffusion to the public.Mobilization time is the time between the receipt of notification and when individuals leave for evacuation.
Mobilization time depends on the type of population and activity.
Warning diffusion time and mobilization time distributions are used to 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;2-5 Exelon Generation C2 ARCADIS Three Mile IslandEvacuation Time Estimates
" TMI employment is at an estimated peak daytime level, representative of operation during outage conditions;
* Schools and daycares are at current enrollment;
* Hospitals and nursing homes are at current enrollment or typical occupancy, withstaffing at weekday levels;* Hotel/motel facilities are occupied at peak (winter or summer) levels; and" Recreational facilities are at winter or summer weekday levels.2.4.2 Week 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;* TMI employment is at an estimated peak night-time level;* Day schools and daycares are closed;" Hospitals and nursing homes are at current enrollment or typical occupancy, andstaffing is at typical night-time levels;" Hotel and motel facilities are occupied at (winter or summer) weekday levels; and" Recreational facilities are at typical (winter or summer) evening levels.2.4.3 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:
2-6 Exelon Generation C ARCADIS Three Mile IslandEvacuation Time Estimates
* Residents within the EPZ will evacuate from their places of residence;
" Major work places are at typical weekend levels;* Day schools and daycares are closed;* Hospitals and nursing homes are occupied and staffed at weekend levels;" Hotel and motel facilities are occupied at weekend (winter or summer) levels; and* Recreational facilities are at (winter or summer) weekend levels.2.4.4 Special Event Consideration Based on discussions with PEMA and county agencies, the "events" that draw thelargest traffic volume and pose the greatest challenge for evacuation of the EPZ forTMI center around Hershey Park and the associated complex of entertainment venues.The estimated population and traffic demand for summer weekday and weekendscenarios represents the estimated peak attendance at these venues. A separateSpecial Event scenario was therefore judged not to be necessary for this study.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 6.5.2-7 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates
: 3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Three Mile Island EPZ consisted of two primary steps. The first step was the determination of the number anddistribution of the population to be evacuated.
The second step was the determination of the appropriate 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 Three Mile Island EPZ incorporates intrinsic double counting.
For example,a portion 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 226,034 persons reside permanently within the Three Mile Island EPZ.Table 3-1 presents the resident population and vehicle demand by Sub-Area.
The tenEPZ Sub-Areas are defined based on distance and direction from TMI; zoneboundaries generally follow geographic (township and borough) boundaries and majorhighways.
The 2-mile ring Sub-Areas 2A and 2B cover the regions within 2 miles ofTMI east and west, respectively, of the Susquehanna River. Sub-Area 2A includespart of Londonderry Township in Dauphin County, where TMI is located, and part ofConoy Township in Lancaster County. Sub-Area 2B includes Goldsboro Borough andpart of Newberry Township in York County. The 5-mile zones proceed clockwise 3-1 Exelon Generation V ARCADIS Three Mile IslandEvacuation Time Estimates around the EPZ: Sub-Area 5A, north and northeast, is in Dauphin County; Sub-Area5B (southeast) is in Lancaster County; Sub-Areas 5C (southwest) and 5D (northwest) are in York County. The 10-mile zones follow the same general.
sequence.
A smallpart of South Londonderry Township in Lebanon County is included in 10A, while thesouthwest corner of Cumberland County is in 10D. The specific townships andboroughs which comprise each of the Sub-Areas are identified in Table 1-1.Sub-Area 10A has the largest population (84,487),
and Sub-Area 5A (22,202) has thelargest population in the 5-mile ring.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 responses to reflect theactual age distribution of the EPZ, the vehicle occupancy factor is 2.23 persons pervehicle, which corresponds to roughly 1.35 vehicles per household.
Total vehicleI demand for EPZ residents is 101,360.
"Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of TMI adds vehicle demand of another36,748 vehicles.
For the 2003 ETE study, evacuation times were determined assuming vehicle demandof 1.65 persons per vehicle for permanent residents.
3.1.2 Transport-Dependent Permanent Population Emergency response plans specify that the transport-dependent population will receivetransportation assistance.
County Emergency Response Plans include provisions forproviding this assistance, including designated pickup points in populated areas.County planners maintain lists of residences (self-identified) requiring transportation assistance.
For ETE analysis, the estimated size of the transit-dependent population ineach EPZ was based on NRC guidance and results of the telephone survey.Telephone survey results indicate that 2.3% of households (with phones) have eitherno vehicle or no licensed driver. NRC guidance (CR-7002) indicates that roughly half ofpeople needing rides expect to evacuate with friends or neighbors, which would leave3-2 Exelon Generation V2 ARCADIS Three Mile IslandEvacuation Time Estimates about 1.2% as transit-dependent.
NRC guidance also suggests that between 1.5 and5% of residents may require transportation.
Based on telephone survey results andNRC guidance, the estimated number of transit-dependent residents is 3,400,representing 1.5% of the EPZ permanent resident population.
Based on data providedby county agencies, this group includes an estimated 366 non-ambulatory residents.
Individuals requiring transit from reception centers to congregate care centers will betransported in a separate set of vehicles from those designated to transport the transit-dependent and special facilities out of the EPZ.3.2 Seasonal Residents The seasonal population category includes those who reside in the area on atemporary basis, particularly during the summer period. Seasonal residences aretypically not insulated and are suitable for occupancy for only a portion of the year.These residences may include vacation homes and migrant workforce housing.
The2010 U.S. Census of Population and Housing reports the number of vacanthouseholds classified as "for seasonal or occasional use".The number of seasonal housing units in the Three Mile Island EPZ is less than 600, orless than 0.7% of occupied housing units. Based on this low percentage and the lackof any area with a high density of seasonal
: housing, seasonal population estimates were not developed for this study.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 TMI. CR-7002 recommends consideration of "large employers" with 50 ormore employees on a single shift.3-3 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates 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.
Similarly, groceryor retail establishments are tracked along with the "shopping" population at largecommercial establishments (e.g., shopping malls). The reduced list was then reviewedto exclude facilities located outside the EPZ, and to determine the ERPA for thoselocated in the EPZ. The new list of employers was compared to the list from the 2003study.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 numbersfor TMI were provided by Exelon Generation and reflect the peak work force duringoutage conditions.
Data for hotels, motels and recreational areas were obtained from the TripAdvisor
: website, the 2011 AAA TourBook for Pennsylvania, and from state and county tourismwebsites.
Seasonal occupancy was estimated based on capacity figures (e.g., numberof campsites) and a telephone survey of selected facilities.
State and local parksagencies 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 assumedthat there would be 1.0 vehicle (1.5 or 2 persons) per hotel/motel unit and 1.0 vehicle(3 persons) per campsite.
For parks, visitation numbers were generally obtained asnumbers of vehicles, and an occupancy factor of 3.0 persons per vehicle wasassumed.
For Hershey Park, assumed occupancy was 2.5 persons per vehicle.
Formuseums and visitor centers, 1.5 persons per vehicle was assumed.
Campgrounds were assumed to be fully occupied during summer weekends, and 80% on summerweekdays.
Hotels and motels were assumed to be fully occupied for all scenarios.
For shopping centers and sports arenas, vehicle demand was reduced to avoid doublecounting.
It was assumed that at least 50% of attendees and staff are EPZ residents, and half of those would return home before evacuating.
Vehicle demand for thesefacilities was therefore reduced by 25%. Estimates for sports arenas assumed ahockey game at Giant Center in Hershey for winter weeknight and winter weekend3-4 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates (attendance 10,500),
a sports event at Hershey Arena/Stadium (attendance 12,000) forsummer weeknight, and a music concert (attendance 16,000) for summer weekend.Estimated peak attendance at Hershey Amusement Park is 30,000 for winter weekendand for all summer scenarios, based on information provided by Dauphin County. AllHershey Park attendees were considered to come from outside the EPZ..Visitation at Harrisburg International Airport was estimated based on reported statistics on passenger volume for 2012, assuming that passenger traffic for peak weekday is20% higher than the monthly average, and that up to 40% of daily passengers may bepresent at the same time. The estimated daytime work force at the airport is 200 staff.Population data and vehicle demand estimates for the transient population segment,including the work force, hotels and motels, and recreational areas are presented byfacility in Appendix A. Table 3-2 presents a summary of the transient population bySub-Area for each scenario.
A breakdown of population by distance and direction sectors was not developed for transient and special facilities, since state and countyagencies rely on population by Sub-Areas for emergency response planning.
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.
The special facilities population is summarized in Table 3-3.3.4.1 Medical, Nursing Care and Correctional Facilities One hospital and nine nursing homes are located in the EPZ, as identified in AppendixA, plus three detention facilities.
Nine of these facilities are located in Dauphin County,and four are in Lancaster County. Vehicle occupancy for hospital and nursing homepatients is two non-ambulatory patients and one staff per ambulance, 3 non-ambulatory per WC bus, and 20 residents or patients plus 2 staff per vehicle (bus orvan) for ambulatory
: patients, plus one vehicle per staff person who does not evacuatewith patients.
3.4.2 Schools and Day CareSixty four (64) school facilities have been identified within the Three Mile Island EPZ,with a total population of 37,740 students and 6,008 staff. Most of the schools typically have students present only on weekdays during the school year. The Milton Hershey3-5 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates School, Elizabethtown College and Penn State Harrisburg are residential.
Penn StateHarrisburg also has regular evening classes.
Vehicle occupancy for public schools isbased on 48 persons (45 students, 3 staff) per bus, plus one vehicle per additional school staff. Student enrollment for most schools was provided by the counties; anygaps were filled using state-published enrollment information or calls to individual schools.Fifty four (54) licensed institutional daycare facilities were identified in the EPZ, with anestimated winter daytime population of 4,403 children and 607 staff. Pennsylvania facilities were identified from lists of day care establishments provided by the counties, and facility lists available via internet (childcarecenter.us).
The winter day population estimates represent the licensed capacity of each facility; the estimated summer dayI population was 20% lower. For smaller day care facilities (up to 20 children),
it wasassumed that evacuation would be accomplished by private vehicles (staff).
Largerfacilities would evacuate via bus or van. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demandbeyond that assigned to EPZ residents.
Table 3-3 summarizes the special facility population by Sub-Area, for winter andsummer weekday, weeknight and weekend periods.
A detailed listing of the population and associated vehicle demand for all identified special facilities within the Three MileIsland EPZ is presented in Appendix A.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 Three Mile Island EPZ are located inSub-Area 10A in Dauphin County for all cases. The differences in vehicle demandbetween scenarios are significant, reflecting the important role of employers andrecreational facilities in the EPZ. Vehicle demand is highest for summer weekday(163,136) and lowest for winter night (135,649).
The differences are largest in Sub-Area 10A, which includes the Hershey Amusement Park and also has the largestshopping centers in the EPZ. The vehicle demand listed in Tables 3-2, 3-3 and 3-4reflects the data used as input for the ETE traffic simulations.
3-6 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates 3.6 Transportation Resources The estimated inventory of transportation resources available to support evacuation ofspecial facilities and residents requiring transport assistance for the EPZ at TMI wasdetermined from information provided by county agencies, plus data developed bysurveying school systems, transportation companies and EMS providers in thesurrounding region. Identified transportation resources are summarized and comparedto estimated vehicle demand in Table 3-6. Based on an initial comparison, the numberof available vehicles for both ambulatory (bus and van) and non-ambulatory individuals (WC bus, ambulance) would be barely sufficient to meet anticipated demand toevacuate facilities and EPZ residents in a single wave. A two-wave evacuation wastherefore
: assumed, both for the transit-dependent general public, and for selectedlarge health facilities.
3-7 Va ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Sub-Area2A2B2 miles2 miles1,5703,9687041,7795A 5 miles 22,202 9,9565B 5 miles 6,023 2,7015C 5 miles 6,412 2,8755D 5 miles 6,989 3,134IOA 10 miles 84,487 37,88710B 10 miles 29,595 13,27110C 10 miles 40,843 18,31510D 10 miles 23,945 10,738EPZ total 226,034 101,3603-8 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Three Mile Island EPZPODU lation VehiclesSub-Area Winter Summer Winter SummerDay Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend2A 684 124 105 720 160 150 672 112 83 690 130 1052B 150 36 57 186 72 102 138 24 35 156 42 575A 2,229 1,227 2,367 2,509 1,437 2,697 1,820 953 1,688 1,994 1,087 1,8945B 701 189 249 851 339 519 686 174 204 761 249 3395C 546 52 52 546 52 52 546 52 52 546 52 525D 470 135 148 470 135 148 470 135 110 470 135 11010A 44,631 47,406 68,161 62,554 64,659 77,193 29,948 26,466 35,887 38,898 34,835 41,15710B 1,292 387 1,040 1,815 910 1,270 1,159 254 472 1,333 428 54810C 5,692 1,345 2,155 6,855 2,452 2,897 5,360 935 1,205 5,735 1,280 1,435IOD 4,665 1,608 1,713 4,665 1,608 1,713 4,665 1,608 1,399 4,665 1,608 1,399EPZ total 61,058 52,509 76,047 81,169 71,824 86,741 45,962 31,213 41,135 55,246 39,846 47,0963-9 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Three Mile Island EPZPoDulation VehiclesSub-Area Winter Summer Winter SummerDay Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend2A 0 0 0 0 0 0 0 0 0 0 0 021 0 0 0 0 0 0 0 0 0 0 0 0SA 5,508 982 558 1,095 558 558 1,723 455 94 296 94 945B 3,016 2,040 2,040 2,740 2,040 2,040 884 301 301 873 301 3015C 595 0 0 211 0 0 62 0 0 21 0 05D 660 0 0 0 0 0 38 0 0 0 0 010A 28,766 7,612 7,612 9,952 3,912 3,912 6,285 1,323 1,323 5,115 1,183 1,18310B 7,610 2,063 2,063 515 263 263 1,558 997 783 130 33 3310C 8,569 0 0 608 0 0 533 0 0 55 0 010D 5,514 0 0 407 0 0 404 0 0 40 0 0EPZ total 60,238 12,697 12,273 15,528 6,773 6,773 11,487 3,076 2,501 6,530 1,6113-10 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand within the Three Mile Island EPZPoDulation VehiclesSub-Area Winter Summer Winter SummerDay Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend2A 2,254 1,694 1,675 2,290 1,730 1,720 1,376 816 787 1,394 834 8092B 4,118 4,004 4,025 4,154 4,040 4,070 1,917 1,803 1,814 1,935 1,821 1,8365A 29,939 24,411 25,127 25,806 24,197 25,457 13,499 11,364 11,738 12,246 11,137 11,9445B 9,740 8,252 8,312 9,614 8,402 8,582 4,271 3,176 3,206 4,335 3,251 3,3415C 7,553 6,464 6,464 7,169 6,464 6,464 3,483 2,927 2,927 3,442 2,927 2,9275D 8,119 7,124 7,137 7,459 7,124 7,137 3,642 3,269 3,244 3,604 3,269 3,24410A 157,884 139,505 160,260 156,993 153,058 165,592 74,620 66,176 75,097 81,900 73,905 80,22710B 38,497 32,045 32,698 31,925 30,768 31,128 15,988 14,522 14,526 14,734 13,732 13,85210C 55,104 42,188 42,998 48,306 43,295 43,740 24,208 19,250 19,520 24,105 19,595 19,75010D 34,124 25,553 25,658 29,017 25,553 25,658 15,807 12,346 12,137 15,443 12,346 12,137EPZ total 347,330 291,2401314,354 322,731 304,631 319,548 158,809 135,649 144,996 163,136 142,817 150,067Population totals reflect double-counting between categories (residents, workforce,
: schools, etc.)3-11 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van WC BusNan Ambulance Dauphin 421 300 20 36Cumberland 300 37 35Lancaster 194 33 2 70York 176 20 123 55Total Available 1091 353 182 196Identified Vehicle NeedSchools and Day Care 778 219Special Facilities*
122 60 70 69Transit-Dependent Public* 60 48 48Total Identified Need 960 279 118 117*Vehicle demand with two-wave evacuation for larger special facilities and transit-dependent resident.
3-12 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates
: 4. Evacuation Roadway Network4.1 Network Definition In order to estimate evacuation times for the Three Mile Island EPZ, an evaluation ofthe roadway network likely to be used by departing vehicles was undertaken.
ARCADIS relied on several sources of information to define the evacuation roadwaynetwork:* 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 Three Mile Island 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.
For the Pennsylvania portion of the EPZ, the network reliesprimarily on the evacuation routings depicted in the Three Mile Island Nuclear StationEvacuation Plan Map (PEMA, 2006). 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.
The4-1 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates information provided in the public information brochure for the site was used tohighlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global 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 changingvehicular demand. In general, the emergency response plans for TMI call for signaloverride, i.e., signals set to flashing to give priority to outbound travel on designated evacuation routes. Traffic control information is coded as part of the evacuation network database.
Background and pass-through traffic in the EPZ could account for significant number 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 initial2-hours of the evacuation
: scenario, up to the time when access control is established to prevent vehicles from entering the EPZ.A map of the evacuation network showing node numbers and links, as recommended by the latest guidance, is provided in Appendix C. Detailed attributes of each 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 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 4-1: Three Mile Island EPZ Primary Evacuation RoutesTownship or. Municipality Evacuation RoutesCumberland CountyNew Cumberland, Lower Allen Rte 11 southDauphin CountyHummelstown, Derry, South Hanover Rte 39 north, Rte 743 northLower Swatara, Londonderry Rte 283 southeast
: Steelton, Highspire Rte 283 to 1-76 westRoyalton, Middletown Local roads north to 1-76 eastSwatara,
: Paxtang, Lower Paxton 1-83 north to 1-81 southConewago Township Rte 743 north or south to 1-76 eastLancaster CountyMount Joy Rte 283 southeast Elizabethtown, West Donegal Rte 743 south, Rte 230 southeast Conoy, East Donegal Rte 441 southeast Lebanon CountySouth Londonderry Rte 322 eastYork CountyYork Haven, Newberry Rte 295 south to 1-83 southConewago, Manchester Township 1-83 southManchester
: Borough, East Manchester Rte 181 south to 1-83 southMount Wolf, East Manchester, Springettsbury, Hellam Rte 24 southDover Rte 74 southWarrington Rte 177 southwest
: Newberry, Lewisberry, Fairview Rte 382 northwest Goldsboro, Newberry Rte 392 west to 1-83 northFairview 1-83 north to 1-76 west4-3 Legend4 Rhftms Station Location4 .~n y Reception Center"rawSalga-Landsi East Emergency Evacuation Route-ERPA Division-Interstate
& US Highways...........
....... ... :alw M ajor RoadsMinor Roads30 5 10mks Exelon Generation ARCADIS Three Mile IslandEvacuation 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 Evacuation time estimates were developed for evacuation of the full EPZ, and forpartial-EPZ evacuation cases based on distance and wind direction.
These includedevacuation of the following "keyhole" regions:" 2-mile plus 5-mile, wind from South, SSW, SW: Sub-Areas 2A, 2B, 5A" 2-mile plus 5-mile, wind from WSW, West: Sub-Areas 2A, 2B, 5A, 5B* 2-mile plus 5-mile, wind from WNW, NW: Sub-Areas 2A, 2B, 5B* 2-mile plus 5-mile, wind from NNW, N: Sub-Areas 2A, 2B, 5B, 5C" 2-mile plus 5-mile, wind from NNE, NE, ENE: Sub-Areas 2A, 2B, 5C* 2-mile plus 5-mile, wind from E: Sub-Areas 2A, 2B, 5C, 5D* 2-mile plus 5-mile, wind from ESE: Sub-Areas 2A, 2B, 5D* 2-mile plus 5-mile, wind from SE, SSE: Sub-Areas 2A, 2B, 5A, 5D* 5-mile ring plus 10-mile, wind from SSE, S, SSW, SW: Sub-Areas 2 plus 5, 10A* 5-mile ring plus 10-mile, wind from WSW: Sub-Areas 2 plus 5, 1OA, 1OB" 5-mile ring plus 10-mile, wind from W, WNW: Sub-Areas 2 plus 5, 10B* 5-mile ring plus 10-mile, wind from NW, NNW: Sub-Areas 2 plus 5, 10B, 10C5-1 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates
* 5-mile ring plus 10-mile, wind from N, NNE, NE, ENE: Sub-Areas 2 plus 5, 10C* 5-mile ring plus 10-mile, wind from E : Sub-Areas 2 plus 5, 10C, 10D* 5-mile ring plus 10-mile, wind from ESE: Sub-Areas 2 plus 5, 10D* 5-mile ring plus 10-mile, wind from SE: Sub-Areas 2 plus 5, 10D, 10AFor 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.For the evaluation of "staged evacuation" scenarios, the zones within 2 miles distance(Sub-Areas 2A and 2B), and all of the keyhole 2-mile plus downwind 5-mile zones weresimulated.
5.2 Initial Notification The EPZ surrounding TMI 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. Research has shown that a siren/EAS system will reach most of the population
: quickly, but it is expected to take 30 to 60minutes for the last 10 to 20% of residents to receive an informational or instructional
: message, either because they do not hear the sirens or because they do notimmediately understand what to do when the sirens sound. If evacuation is deemednecessary, the timing of the order to evacuate and notification measures will becontrolled by the state and local emergency preparedness officials.
Those officials maychoose to alert and mobilize an emergency response work force to control and expediteevacuation 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.
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 have5-2 Exelon Generation f ARCADIS Three Mile IslandEvacuation Time Estimates access to transportation and confined persons who require special transportation assistance will be provided transportation by the appropriate agency.5.4 Evacuation Preparation Times and Departure Distributions It is assumed that no vehicles will begin to evacuate during the 15-minute 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. Forexample, 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 is estimated that permanent residents would begin toevacuate over a 3-hour period, taking into account warning diffusion, i.e., the time atwhich an instructional message is received, and the time for workers to return homebefore departing.
Permanent resident households would begin to evacuate between15 and 200 minutes after the decision to notify the population to evacuate is made.Roughly half of the resident population would begin to evacuate within 90 minutesfollowing the evacuation
: decision, and 90% would depart between 90 and 130 minutes;the last 10% would depart between 130 and 200 minutes.
The departure curve isshorter for nights and weekends, because many fewer residents would be returning from work. At night, all residents would depart within 125 minutes.
These time profiles5-3 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates reflect the distribution of journey-to-work travel times determined from the telephone survey of residents, and warning diffusion curves determined from observed behaviorduring evacuations for chemical releases.
5.4.2 Transient Population It was assumed that the work force would also receive initial notification consistent withwarning diffusion curves. It was also assumed that the majority of the work force wouldbe released expeditiously (i.e., within 15 minutes subsequent to notification),
with asmaller number remaining to secure businesses and/or shut down active operations.
The departure time profile following notification is based on telephone surveyresponses.
The first 45% of workers will depart between 15 and 40 minutes, andanother 45% will depart within 70 minutes; the final 10% will depart between 70 and125 minutes.
For a few facilities, it may be necessary for a limited number of workers toremain on the job in order to safely shut down processes, secure the facility or maintainessential operations.
The evacuation time estimates do not address those workerswho remain behind, since there is no reliable basis for predicting whether or how soonthey will evacuate.
The assumption that all workers evacuate provides a conservative estimate of vehicle demand. Previous discussions with emergency preparedness officials indicated that the same time distribution is also reasonable for the othertransient population categories within the EPZ, including shopping malls, hotels, motelsand recreation areas.5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZwould all receive initial notification
: promptly, via direct phone calls from the countyagencies.
Based upon data obtained from previous
: studies, vehicle departure timeswere developed that reflect a distribution of notification, preparation and mobilization times.Consistent with the current off-site emergency response plans, it was assumed thatschools will be evacuated via bus to the designated host schools.
For school facilities, it was assumed that up to 2.5 hours may be required to assemble buses and drivers,transport vehicles to schools and to load students onto buses. Vehicles stationed atthe facilities at the time of the ordered evacuation could be loaded in as little as 15minutes following notification.
Accordingly, school buses were loaded onto theevacuation network from the period between 15 and 175 minutes following the decisionto evacuate.
The school time profile was also applied for daycare facilities.
5-4 Exelon Generation Three Mile IslandARCADISEvacuation Time Estimates Evacuation of special facilities (nursing homes, hospitals and prisons) would alsorequire additional time associated with preparation and transport of vehicles to therespective facilities.
Those special facilities will also evacuate directly to designated host facilities.
Based upon previous
: studies, it was assumed that these facilities wouldbegin to evacuate between 15 minutes and 3 hours following notification.
The first25% will depart between 15 and 60 minutes after the decision to evacuate; another50% between 60 and 105 minutes; and the last 25% between 105 and 190 minutes,reflecting the longer times required for the population needing greater assistance orsupervision.
Departure times -TMI-o 1a'L 0.8"0"f,0.6Z 0.4E 0.2U~0.6 -esiden0nigh
'4- -worke-resident day-resident night,---worker
,,,,-special
---transit depend050100time (minutes) 150200Figure 5-1. Departure Time Distributions for the EPZ for Three Mile Island5-5 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates 5.5 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.
" Venlied Evacuation Nebw~k* OD Matrices-Traffic DemandVolumes*Travel limes* Queue Lengths" Botlenecks Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite5-6 Exelon Generation C ARCADIS Three Mile IslandEvacuation 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-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 Exelon Generation V2 ARCADIS Three Mile IslandEvacuation 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 ARCADIS Three Mile IslandEvacuation Time Estimates
: 6. Analysis of Evacuation Times6.1 Evacuation Time Estimate SummaryPredicted ETEs for the general population in the EPZ are summarized by scenario inTable 6-1 for the full EPZ and for zones within 2 miles and 5 miles. The pattern ofevacuation times is consistent with the differences in vehicle demand and travel timefor different scenarios.
The 2-mile zone involves the shortest travel distance and theI fewest vehicles; 90% ETEs for the 2-mile zone are 2:40 to 4:10, and 100% ETEs are3:05 to 4:40.For the 2-mile plus all 5-mile zones, the 90% ETEs are 3:50 to 5:25, and the 100%ETEs are 4:05 to 5:50. For the full EPZ, the 90% ETEs are 8:05 to 13:00, while the100% ETEs are 8:50 to 14:20.6.2 Comparison with Previous StudyThe 90% ETEs for the current study are somewhat shorter than the corresponding times from the 2003 study. The 100% ETEs are roughly the same as 2003 estimates.
Vehicle demand for the current study (158,809 for Winter Weekday) is 13% higher thanthe winter day vehicle demand from 2003 (140,581).
The shorter 90% ETEs arepredicted despite the addition of background traffic and despite longer departure times(based on the survey of residents).
6.3 All Conditions ETEs for all of the keyhole zone scenarios (2-mile plus downwind 5-mile zones; all 5-mile plus downwind 10-mile zones) are summarized in Table 6-2. Very smalldifferences are predicted for different wind directions, and small differences arepredicted based on season, time of day, and weekday versus weekend.
ETEs aremuch longer for the full EPZ or for selected 10-mile zones, compared to scenarios thatonly include zones to 5 miles. Adverse weather adds 2 hours or more to 10-mileETEs. These results reflect the high population and vehicle demand in outer zones.The long times for evacuating the full EPZ indicate that major traffic congestion occursin the outer zones.6.4 Staged Evacuation Scenarios A series of staged evacuation scenarios were evaluated based on NRC guidance (CR-7002). In a staged evacuation, the 2-mile zone evacuates first, while surrounding zones shelter in place; after the population has evacuated the 2-mile zone, the outer6-1 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates zones would be instructed to evacuate.
The "stage 1" time is determined by simulating evacuation of the 2-mile zone for the Winter Weekday, Normal Weather scenario, withonly background and shadow traffic in other parts of the EPZ. Once the Stage 1 time(3:20) was determined, a revised set of departure curves was developed for the outer(Stage 2) zones. The Stage 2 departure curves for TMI are shown in Figure 6-1. Thedeparture curves are much steeper at the beginning of Stage 2, because people areable to return home and prepare to depart during Stage 1. Similarly, the transportation resources needed to evacuate schools and special facilities will gather on-site inpreparation for evacuation.
Results for staged evacuation scenarios are summarized in Table 6-3. The 90% and100% ETEs for the staged scenarios are 5 to 10 minutes longer than the times forcorresponding "unstaged" ETEs. The modeled results indicate that staged evacuation for TMI would result in little or no benefit, in terms of the time required to evacuate the2-mile zone, and a very small penalty, in terms of increased ETEs for the zones whichwould initially be ordered to shelter.6.5 Sensitivity to Population Growth and Roadway Impact6.5.1 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 5,10, 15 and 20% of the EPZ residential population for the Winter Weekday, NormalWeather scenario.
This scenario produced the longest ETE by season or time of day.The population was increased in the same manner in the surrounding region, out to 15miles. Results are illustrated in Figure 6-2. With a 15% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to10:08, an increase of 23 minutes.
With a 20% increase in population, the 90% ETEincreased to 10:17, an increase of 32 minutes.
These results demonstrate that apopulation increase of more than 15% above the 2010 census values would berequired to cause the ETE to increase by 30 minutes.
(Linear extrapolation indicates that a population increase of 19% would produce an ETE increase of approximately 30minutes.)
Since the EPZ residential population for TMI changed by about 12%between 2000 and 2010, it appears unlikely that an increase of 19% will occur before2020.6-2 Exelon Generation C2 ARCADIS Three Mile IslandEvacuation Time Estimates The 100% ETEs increased more rapidly than the 90% ETEs, consistent with thegeneral pattern of all ETE results.
With a 15% increase in population, the 100% ETEfor the full EPZ increased by 30 minutes, from 10:35 to 11:05. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs.The recommended "update threshold" for the TMI EPZ, based on population growth, istherefore 15%.6.5.2 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. ForThree Mile Island, the five highest-volume roadways for this scenario are listed below:* US 322 EB -22,462 vehicles0 US 322/1-83 NB -22,207 vehicles* 1-83 SB (York) -16,310 vehicles* 1-76 WB Green Lane -9,379 vehiclesa SR 283 E -9,291 vehiclesPredicted traffic volumes by link for the "base case" simulation with the full roadwaynetwork are shown in Figure 6-3.One lane of one of the highest-volume
: roadways, US 322/1-83 NB just north of UnionDeposit Rd, was removed for the roadway impact scenario.
The impact location isshown in Figure 6-4. With this lane unavailable, the ETEs increased from 9:15 (90%)and 10:05 (100%) to 9:40 (90%) and 10:10 (100%). The traffic flow by link for theroadway impact scenario is shown in Figure 6-4. With one lane unavailable, traffic flowwill not change on any other link since evacuees are not supposed to reroute to otherroads.6.6 Performance Metrics for Simulation ModelThe performance of VISSIM is assessed using standard
: metrics, consistent with theguidance provided in CR-7002.
Table 6-5 provides a summary of simulation 6-3 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates parameters for Winter Day Normal Weather scenario for the full EPZ. Figure 6-5illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-6 compares the rate of vehicles loading onto the network to thefrequency of departures.
Both Figure 6-5 and Figure 6-6 illustrate the consequences oftraffic congestion, as the rate of vehicles entering the road network is more rapid thanthe rate at which vehicles exit from the EPZ.6.7 ETE for Transit-Dependent Special Facilities and SchoolsThe ETE for transit-dependent members of the general public is estimated based onthe assumption of two sequential set of bus runs from most of the Dauphin CountyI quadrant of the EPZ. The first run would begin 120 minutes after the evacuation notice, allowing time for evacuees to prepare and to travel to designated pickup points.The time sequence would then proceed in the following steps:* 30 minutes for the bus to traverse up to 8 miles at 16 mph, plus 5 minutes per stopfor loading at up to 10 ten pickup points (total 80 minutes)* 40 minutes to travel out to reception center (8 miles @ 12 mph), 10 minutes tounload, 10 minutes to return @ 48 mph (total 60 minutes)* Repeat pickup (80 min) and travel out of EPZ (20 min). TOTAL = 360 minutesTravel times would be shorter outside of Dauphin County.For non-ambulatory residents, a two-wave evacuation is also recommended to makeeffective use of transportation resources.
The time sequence would closely parallel thesteps outlined above, with longer loading time per stop, but only two or three stops.Estimated evacuation times for special facilities, schools and daycares located in theEPZ are summarized in Tables 6-5 and 6-6. These times are shorter than the 100%ETEs for the general population.
Facility-specific estimates are based on a three-step time sequence:
(1) mobilization, (2) loading, and (3) travel out of the EPZ.Mobilization and loading times are generally the largest components.
At nursing homesand assisted living facilities, buses will require about 10 minutes to load ambulatory residents, while ambulances and wheelchair vans will require up to 30 minutes, withmultiple vehicles loading simultaneously.
At three large facilities, (Hershey MedicalCenter, the Middletown Home, and the Masonic Home), estimates are based on a two-wave evacuation.
Elapsed time between the "first wave" departure from the EPZ andthe return to start Trip 2 is about 75 minutes, slightly longer than the 60-minute turnaround described above for buses serving the transit-dependent public.6-4 Exelon Generation ARCADIS Three Mile IslandEvacuation Time Estimates While some school buses may mobilize more quickly depending on specific localcircumstances, it will generally require on the order of 120 minutes to contact drivers,provide them with instructions and deploy them to assigned schools.
For travel time,average speeds were estimated for the anticipated evacuation route, based on thetraffic simulation for the Winter Day scenario.
The simplified stepwise methodology used to determine these estimates provides a typical evacuation time, rather than anupper bound 100% value. Schools and daycares are expected to evacuate in a singlewave,6-5 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-1: Evacuation Time Estimate Summary for Three Mile Island General Population SummerWinterMidweek Daytime Evening Midweek Daytime Weekend*
EveningDaytime Eng ie DaytimeScenario:
(1) (2) (3) (4) (5) (6) (7) (8)Weather:
Normal IAdverse Normal Normal Normal Adverse Normal Normal90% Evacuation of Affected Areas2A,2B 2-mile Zone 3:20 3:50 2:40 2:40 3:20 4:10 2:40 2:402A,2B,5A,5B,5C,5D 5-mile Zone 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:55ALL 10-mile EPZ 9:55 11:35 8:30 8:15 10:25 13:00 8:30 8:052A,2B 2-mile Zone 3:45 4:15 3:05 3:05 3:45 4:40 3:05 3:052A,2B,5A,5B,5C,5D 5-mile Zone 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:10ALL 10-mile EPZ 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:506-6 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-2: Evacuation Times for General Population for Keyhole Zones(a) 2-mile zones plus 5-mile downwind zones100% Evacuation of Affected Areas_ _ _ Summer Winter ___Midweek Daytime Weekend Evening Midweek Daytime Da e EveningDaytime W DaytimeAffected Scenario:
(1) (2) (3) (4) (5) (6) (7) (8)ERPAs Weather:
Normal Adverse Normal Normal Normal Adverse Normal Normal90% Evacuation Times2A,2B,5B,5C N,NW,NNW 4:05 4:45 3:25 3:25 4:05 5:05 3:25 3:252A,2B,5C NNE 4:05 4:40 3:20 3:20 4:05 5:05 3:25 3:202A,2B,5C,5D NE,ENE 4:05 4:40 3:50 3:50 4:20 5:25 3:55 3:552A,2B,5D E 4:05 4:40 3:50 3:50 4:20 5:25 3:55 3:552A,2B,5A,5D ESE,SE 4:05 4:40 3:50 3:50 4:20 5:25 3:55 3:552A,2B,5A SSE,S,SSW,SW 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:552A,2B,5A,5B WSW,W 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:552A,21B,51B WNW 4:05 4:40 3:25 3:30 4:10 5:10 3:30 3:25100% Evacuation Times2A,2B,5B,5C N,NW,NNW 4:40 5:25 3:50 3:55 4:40 5:50 3:55 3:502A,2B,5C NNE 4:20 5:00 3:50 3:55 4:40 5:50 3:55 3:502A,2B,5C,5D NE,ENE 4:20 5:00 4:10 4:05 4:35 5:45 4:10 4:102A,2B,5D E 4:20 5:00 4:10 4:05 4:35 5:45 4:10 4:102A,2B,5A,5D ESE,SE 4:40 5:25 4:10 4:05 4:35 5:45 4:10 4:102A,2B,5A SSE,S,SSW,SW 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:102A,2B,5A,5B WSW,W 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:102A,2B,5B WNW 4:40 5:25 3:50 3:55 4:40 5:50 3:55 3:506-7 Q ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates (b) 5-mile zones plus 10-mile downwind zonesAffected 10-mile Scenario:
(1) (2) (3) (4) (5) (6) (7) (8)ERPAs Weather:
Normal Adverse Normal Normal Normal Adverse Normal Normal90% Evacuation Times10C N,NNE,NE 4:55 5:40 4:10 4:05 5:15 6:30 4:20 4:2010C,10D ENE,E 6:50 7:55 6:00 6:00 7:00 8:45 6:00 6:0010A,10D ESE,SE 9:55 11:35 8:30 815 10:25 13:00 8:30 8:0510A SSE,S,SSW 9:55 11:35 8:30 815 10:25 13:00 8:30 8:05t0A,10B SW,WSW,W 9:55 11:35 8:30 815 10:25 13:00 8:30 8:0510B WNW 4:55 5:40 4:05 4:05 5:15 6:30 4:20 4:2010B,10C NW,NNW 4:55 5:40 4:10 4:05 5:15 6:30 4:20 4:20100% Evacuation Times10C N,NNE,NE 5:30 6:15 4:35 4:30 5:45 7:15 4:45 4:5010C,10D ENE,E 8:35 9:50 7:15 7:20 8:50 11:00 7:10 7:2010A,10D ESE,SE 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:5010A SSE,S,SSW 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:5010A,10B SW,WSW,W 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:5010B WNW 5:30 6:15 4:35 4:30 5:45 7:15 4:45 4:5010B,10C NW,NNW 5:30 6:15 4:35 4:30 5:45 7:15 4:45 4:506-8 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage I ends at 3 hour 20 minutes)Summer.WinterWeekend eknMidweek Daytime Evening [ Midweek Daytime W EveningDaytime *___Daytime Affected Scenario:
(1) (2) (3) (4) (5) (6) (7) (8)ERPAs Weather:
Normal Adverse Normal Normal NormalJ Adverse Normal Normal90% Evacuation of Affected Areas2A,2B,5B,5C N,NW,NNW 4:15 4:55 3:35 3:35 4:15 5:15 3:35 3:302A,2B,5C NNE 4:15 4:50 3:25 3:25 4:15 5:15 3:35 3:252A,2B,5C,5D NE,ENE 4:15 4:50 4:00 4:00 4:30 5:35 4:00 4:002A,2B,5D E 4:15 4:50 4:00 4:00 4:30 5:35 4:05 4:052A,2B,5A,5D ESE,SE 4:15 4:50 4:00 3:55 4:30 5:35 4:05 4:052A,2B,5A SSE,S,SSW,SW 4:20 5:00 4:00 3:55 4:30 5:35 4:05 4:052A,2B,5A,5B WSW,W 4:20 5:00 4:00 3:55 4:30 5:35 4:05 4:052A,2B,5B WNW 4:15 4:50 3:35 3:35 4:15 5:20 3:35 3:35100% Evacuation of Affected Areas2A,2B,5B,5C N,NW,NNW 4:50 5:35 4:00 4:00 4:50 6:00 4:00 4:002A,2B,5C NNE 4:30 5:10 4:00 4:00 4:50 6:00 4:00 4:002A,2B,5C,5D NE,ENE 4:30 5:10 4:15 4:15 4:45 5:55 4:15 4:152A,2B,5D E 4:30 5:10 4:15 4:15 4:45 5:55 4:15 4:152A,2B,5A,5D ESE,SE 4:50 5:35 4:15 4:15 4:45 5:55 4:15 4:152A,2B,5A SSE,S,SSW,SW 4:50 5:35 4:15 4:15 4:50 6:00 4:15 4:152A,2B,5A,5B WSW,W 4:50 5:35 4:15 4:15 4:50 6:00 4:15 4:152A,2B,5B WNW 4:50 5:35 4:00 4:00 4:50 6:00 4:00 4:006-9 Q ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Departure times -TMIFL. 0.8a' -resident day"00. 0.6 -resident night(U-worker>0.40.4--schools E -specialE0.202 ---transit depend00 50 100 150 200time (minutes)
Figure 6-1. Departure Curves for Stage 2 Zones, Three Mile Island6-10 C2 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Three Mile Island--Population Growth vs ETE(Full EPZ-90% ETE)11:0010:5510:50 _y = 0.1095x + 0.4335R' = 0.992910:4510:4010:35Ei= 10:30
* Full EPZI 10:25 4- Upper10:20 -Linear (Full EPZ)10:1510:1010:0510:000% 5% 10% 15% 20%Pop Increase
%Figure 6-2. TMI Sensitivity of ETE to Growth of Residential Population (Winter Weekday,Normal Weather, Full EPZ)6-11 C2 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Figure 6-3. TMI Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ)6-12 ARCADiSExelon Generation Three Mile IslandEvacuation Time Estimates Figure 6-4. TMI Predicted Traffic Volume by Link with US 322/1-83 NB just north of Union Deposit Rd Link Removed(Summer Weekday, Normal Weather, Full EPZ)6-13 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Exiting Vehicles by hour12000100001A.C 8000taJx 6000lU-0 4000z20000Simulation Time10-mile:
90% ETE = 10:25, 100% = 11:25 E 2mile 0 5mile N EPZFigure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather)6-14 Q ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Mobilization vs. ETE180,000160,000140,000120,000100,000080,000E60,00040,00020,00000 100 200 300 400 500 600 700Time (min)-Simulation
-Mobilization Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 154,970)6-15 Va ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)Avg Delay (s)9,6521,59913,104Avg Stop Delay (s) 3,672 615 4,983Avg # of Stops 2,172 239 3,001Avg Speed (mph) 20.2 31.4 18.9Avg Travel Time (min) 146 62 1746-16 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-5: ETE for Special Facilities, Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)Vehicles*
Distance Outbound Travel TimePopulation*
Mobilization Loading to EPZ Travel to EPZFacility Time Tae (min)(residents)
# Type* Time (min) Boundary Speed Boundary(mi) (mi) (mph) (min)Hershey Medical Center 436 30 Ambulance 120 to 210 15 4.5 17.6 15 150-240(trip 2) 225 to 315 15 4.5 17.6 15 255-345Dauphin County Prison 1,200 40 Bus 120 120 2 25.4 5 245Dauphin Cy WorkRelease 360 12 Bus 120 45 2 25.4 5 170Shaffner Youth Center 63 2 Bus 120 30 2 25.4 5 155Country Meadows 235 1 Ambulance 90 30 4 17.6 14 134The Middletown Home 198 16 Ambulance 120 to 210 15 13 39.8 20 155-245(trip 2) 230 to 320 15 13 39.8 20 265-355Frey Village 288 1 Ambulance 120 45 13 39.8 20 185Spring Creek 303 2 Ambulance 120 45 5 58.1 5 170Grayson View Manor 120 5 Bus 90 30 5 58.1 5 125Manorcare Nursing 87 1Home Ambulance 120 30 5 40.2 7 157Longwood Manor 62 2 Ambulance 120 30 1.5 34.0 3 153Masonic Home 1,710 15 Ambulance 120 to 180 30 6.5 40.2 10 160-220(trip 2) 235 to 295 30 6.5 40.2 10 275-335Rheems Nursing Home 80 1 Ambulance 90 30 2.5 40.2 4 124"Vehicle number shown is for the indicated (slowest) vehicle type. Other vehicle types will evacuate in same or less time. Numbers for all vehicle types are in Appendix A.6-17 Va ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)Vehicles*
Distance to Outbound Travel TimearMobilization Loading EPZ Travel toEPZ ETEFa iit op ltin Time ......Facility TimmTypee Boundary:
Speed Boundary (min)(mi) (mph) (min)Hillside Elementary 494 10 Bus 120 45 7 40.1 10 175New Cumberland Middle School 425 8 Bus 120 45 7 40.1 10 175St. Theresa 451 9 Bus 120 45 7 40.1 10 175Chamber Hills Elementary 235 4 Bus 90 30 3 21.7 8 128Lawnton Elementary 345 6 Bus 90 30 3 21.7 8 128Paxtang Elementary 292 6 Bus 90 30 3 21.7 8 128Rutherford Elementary 407 8 Bus 120 45 3 21.7 8 173Southside Elementary 643 13 Bus 120 45 1 21.7 3 168St. Catherine Laboure 454 9 Bus 120 45 3 21.7 8 173Swatara Junior High 610 12 Bus 120 45 5 21.7 14 179Tri-Com Elementary 471 9 Bus 120 45 3 21.7 8 173Hershey Elementary 1,195 23 Bus 120 45 4 44.4 5 170Hershey High School 1,279 26 Bus 120 45 4 44.4 5 170Hershey Middle School 961 19 Bus 120 45 4 44.4 5 170Milton Hershey School 3,700 15/69 BusNan 30 30 4 44.4 5 65St. Joan of Arc 370 8 Bus 120 45 4 44.4 5 170State Police Academy 250 5 Bus 90 30 4 44.4 5 125Foose Elementary 867 18 Bus 120 45 0.5 40.2 1 166Conewago Elementary 288 6 Bus 90 30 7.5 42.2 11 131L Dauphin High School 1,754 35 Bus 120 45 7.5 42.2 11 1766-18 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)Vehicles*
lobilizatioi Loading Distance to Outbound Travel TimeMobztion Lding EPZ Travel to EPZ ETE,Facility Population*
eType Time Tme Boundary Speed Boundary (mn)((m ) (mi) (mi) (mph) (min).L Dauphin Middle School 1252 26 Bus 120 45 7.5 42.2 11 176Londonderry Elementary 448 9 Bus 120 45 7.5 42.2 11 176Nye Elementary 455 9 Bus 120 45 7.5 42.2 11 176South Hanover Elementary 514 10 Bus 120 45 4 42.2 6 171Reid Elementary 525 11 Bus 120 45 13 39.8 20 185Feaser Middle School 677 13 Bus 120 45 13 39.8 20 185Fink Elementary 238 4 Bus 90 30 13 39.8 20 140Kunkel Elementary 464 9 Bus 120 45 13 39.8 20 185Middletown Sr. High School 852 16 Bus 120 45 13 39.8 20 185Seven Sorrows 248 5 Bus 90 30 13 39.8 20 140PSU -Capital Campus 1,325 3 Bus 120 45 13 39.8 20 185Steelton Highspire High School 652 12 Bus 120 45 3 25.4 7 172Steelton Highspire Elementary 802 16 Bus 120 45 3 25.4 7 172Bainbridge Elementary 318 6 Bus 90 30 5 40.2 7 127East High Elementary 679 14 Bus 120 45 5 40.2 7 172Bear Creek Elementary 660 14 Bus 120 45 5 40.2 7 172Eliz'town Middle & High Schools 2,434 49 Bus 120 45 5 40.2 7 172Mill Road Elementary 333 7 Bus 90 30 5 40.2 7 127Mt. Calvary Christian 351 7 Bus 120 45 5 40.2 7 172Rheems Elementary 520 10 Bus 120 45 5 40.2 7 172St. Peters Parochial 74 2 Bus 60 15 5 40.2 7 826-19 0 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)Vehicles*
Mobilization Loading Distance to Outbound Travel TimeFaclitoPpultibim Time EPZ Travel to EPZ ETEFacility Population*
Type Time Time Boundary Speed Boundary (min)(min) (min) (mi) (mph) (min)Hayshire Elementary 635 13 Bus 120 45 2 35.3 3 168Roundtown Elementary 637 13 Bus 120 45 2 35.3 3 168Sinking Springs 774 16 Bus 120 45 2 35.3 3 168Central York HS 1,824 37 Bus 120 45 2 35.3 3 168Conewago Elementary 424 8 Bus 120 45 5 35.3 9 174Mt. Wolf Early Learning Center 243 5 Bus 90 30 5 35.3 9 129Northeastern Junior High 648 13 Bus 120 45 5 35.3 9 174Northeastern Senior High 1,126 23 Bus 120 45 5 35.3 9 174Orendorf Elementary 457 9 Bus 120 45 5 35.3 9 174York Haven Elementary 331 6 Bus 90 30 5 35.3 9 129Spring Forge Int 568 11 Bus 120 45 5 35.3 9 174Shallow Brook Int 473 9 Bus 120 45 5 35.3 9 174Crossroads Middle School 715 14 Bus 120 45 12 61.4 12 177Fairview Elementary 243 5 Bus 90 30 12 61.4 12 132Fishing Creek Elementary 585 12 Bus 120 45 12 61.4 12 177Mt. Zion Elementary 239 5 Bus 90 30 12 61.4 12 132Newberry Elementary 433 8 Bus 120 45 12 61.4 12 177Red Land High School 1,370 27 Bus 120 45 12 61.4 12 177Red Mill Elementary 660 13 Bus 120 45 12 61.4 12 177The Circle School 50 1 Bus 60 15 12 61.4 12 87*Population numbers include students and staff; vehicle numbers do not include staff vehicles6-20 V2 ARCADIS Exelon Generation Three Mile IslandEvacuation Time Estimates
: 7. Traffic Control Recommendations 7.1 GeneralEvacuation simulation results have been reviewed to assess access control locations, traffic management locations and recommendations for the EPZ for TMI. 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 high-volume intersections inside the EPZ is summarized in Table 7-1. Theresults indicate that average queue length exceeds 400 feet at all ten intersections.
The top four intersections have average queue length of more than 800 feet. All tenintersections are located more than 5 miles from TMI. Six intersections are locatedeast of the Susquehanna River, including five in Dauphin County (three in Hershey).
Four are located in the northwest
: quadrant, including two in York County and two inNew Cumberland.
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 show severe queuing inside the EPZ on several majorevacuation routes. These include Route 39 and 322 in Hershey, and 1-83 at thePennsylvania Turnpike.
The maps in Appendix D of predicted average speed by houron roadway links clearly illustrate how the pattern of congestion evolves during a full-EPZ evacuation scenario.
Travel speeds on key routes drop below 20 mph within thefirst four hours, and that congestion persists for the next 6 or 7 hours.Traffic management measures to reduce or eliminate crossing traffic flows would offerthe best prospect to reduce congestion and accelerate traffic flow. Alternative routes toevacuate west from northern York County, rather north via 1-83, would reduce thepredicted congestion at the Turnpike entrance.
Modeling assumptions at some keyintersections (e.g. 1-83 at Turnpike) also bear close examination.
7-1 ARCADISExelon Generation Three Mile IslandEvacuation Time Estimates Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather)EPZ AverageIntersection Name Type (IN or City or Town Control Type Queue. VolumeOUT) (feet)SR 283 EB Exit to State Highway 743 NB Ramp IN Elizabethtown Two-way stop 1,482 13,9241-83 NB Exit ramp to 1-76 WB Ramp IN New Cumberland Signalized 1,474 10,146SR 230 E Harrisburg Pike / Toll House Road T IN Middletown Two-way stop 1,022 4,542State Highway 743 / Old Hershey Rd T IN Hershey Signalized 804 14,644SR 39 EB / SR 39 NB Hershey Rd 4 leg IN Hershey Two-way stop 760 5,326SR 114 / SR 382 T IN Fairview Two-way stop 694 8,496SR 177 / SR 382 4 leg IN Lewisberry Signalized 623 4,340SR 114 / SR 262 4 leg IN New Cumberland Two-way stop 606 2,786US 22 NB Merge to 1-81 WB Ramp IN Harrisburg Two-way stop 524 5,556US 322 / State Highway 743 4 leg IN Hershey Two-way stop 472 12,956 ARCADIS Exelon Generation Three Mile IslandEvacuation Time Estimates
: 8. References Earth Tech, 2003: Evacuation Time Estimates for Three Mile Island Plume Exposure PathwayEmergency Planning Zone, prepared by Earth Tech, Inc. for Exelon Nuclear, May 2003.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.PEMA, 2006: Three Mile Island Nuclear Station Evacuation Plan Map prepared byPennsylvania Emergency Planning Agency, revised February 20068-1 ARCADISAppendix CRoadway Network Map and DataTable YThree Mile Island StationETE Analysis0August 2012Three Mile Island Station* Nodes-- Road Classification FreewayPrincipal Arterial-MajorArterial
_____ Minor Arterial_____
Local Rd,,M E'PZ~ARCADIS2hft&O rc~u .WartYEnw rm ewt .Buidings
..... ....E elfi-.. .. Aoedix C -Paae I of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______________(ml)
Width (ft) Lanes ___________
Rate (vehlhr)
____1 84 83 0.076 12 1 Ramp 1500 352 84 85 0.12 12 1 Ramp 1500 353 87 86 0.267 12 1 Ramp 1500 354 87 88 0.128 11 1 Principal Arterial 1600 455 88 87 0.128 11 1 Principal Arterial 1600 456 89 88 0.257 12 1 Ramp 1500 357 90 91 0.057 11 2 Major Arterial 3400 508 91 90 0.057 11 2 Major Arterial 3400 509 91 92 0.082 12 1 Ramp 1500 3510 91 93 0.06 11 2 Major Arterial 3400 5011 93 91 0.06 11 2 Major Arterial 3400 5012 95 94 0.103 12 1 Ramp 1500 3513 96 97 0.491 12 2 Freeway 4100 6514 98 99 0.741 11 1 Ramp 1500 5515 101 100 0.844 11 1 Ramp 1500 5516 98 102 0.771 11 1 Ramp 1500 5517 101 102 0.663 12 1 Freeway 2050 5518 103 100 0.703 11 1 Ramp 1500 5519 106 105 0.164 12 1 Ramp 1500 3520 108 107 0.277 12 1 Ramp 1500 3521 109 110 0.107 11 2 Major Arterial 3300 4522 111 110 0.17 12 1 Ramp 1500 3523 112 113 0.272 12 1 Ramp 1500 3524 109 114 0.241 12 1 Ramp 1500 3525 115 116 0.125 11 1 Major Arterial 1200 4526 115 117 0.021 11 1 Collector/
Local Road 1200 4027 118 116 0.132 12 1 Ram p 1500 3528 118 115 0.041 12 1 Ramp 1500 3529 117 119 0.011 11 1 Major Arterial 1200 4530 120 115 0.064 11 1 Major Arterial 1200 4531 121 120 0.07 11 1 Major Arterial 1200 4532 120 122 0.246 12 1 Ramp 1500 3533 129 121 0.174 12 1 Ramp 1500 3534 131 130 0.023 11 1 Major Arterial 1200 4535 132 121 0.136 11 1 Major Arterial 1200 4536 133 129 0.075 12 1 Ramp 1500 35 _37 132 133 0.022 12 1 Ramp 1500 35 _38 134 133 0.06 12 1 Ramp 1500 35 _39 136 137 0.124 11 2 Major rterial 3300 4540 137 136 0.124 11 2 Major Arterial 3300 4541 138 139 0.091 11 1 Major Arterial 1200 4542 139 138 0.091 11 1 Major Arterial 1200 4543 140 141 0.073 12 1 Ramp 1500 3544 138 142 0.09 11 1 Major Arterial 1200 4545 142 138 0.09 11 1 Major Arterial 1200 4546 142 143 0.037 12 1 Ramp 1500 3547 143 142 0.037 1 12 1 Ramp 1500 3548 143 144 0.03 12 1 Ramp 1500 3549 144 143 0.03 12 1 Ramp 1500 3550 142 144 0.045 11 1 major Arterial 1200 4551 144 142 0.045 11 1 Major Arterial 1200 4552 140 145 0.132 1 11 2 Major Arterial 3300 4553 145 140 0.132 11 2 Major Arterial 3300 4554 146 147 0.616 11 2 Principal Arterial 3400 4555 147 146 0.616 11 2 Principal Arterial 3400 4556 151 1 152 0.152 11 2 1 Principal Arterial 3400 45Page 1 of 91Appendix C -Page 2 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF (ph57 151 153 0063 12 1 Ramp 1500 3558 153 152 0.111 11 1 Principal Arterial 1600 5059 155 154 0.446 11 2 Principal Arterial 3400 4560 156 151 0.149 11 2 Principal Arterial 3400 4561 154 156 0.132 11 2 Principal Arterial 3400 4562 157 154 0.152 12 1 Ram p 1500 3563 157 153 0.18 11 1 Principal Arterial 1600 5064 158 159 0.009 11 2 Principal Arterial 3400 4565 159 158 0.009 11 2 Principal Arterial 3400 4566 161 160 0.181 12 1 Ramp 1500 3567 163 162 0.197 12 1 Ramp 1500 35 _68 167 166 0.145 12 2 Freeway 4100 5569 168 165 0.167 12 2 Freeway 4100 5570 170 168 0.457 12 2 Freeway 4100 5571 171 172 0.4 11 1 Ramp 1500 5572 171 173 1.002 11 1 Ramp 1500 5573 174 170 0.325 11 1 Ramp 1500 5574 176 175 0.503 11 1 Ramp 1500 5575 177 175 1.354 11 1 Ramp 1500 5576 178 179 0.401 11 1 Ram p 1500 5577 180 179 0.903 11 1 Ramp 1500 5578 181 182 0.031 1 11 1 Major Arterial 1700 4579 182 181 0.031 11 1 Major Arterial 1700 4580 174 183 0.958 11 1 Ramp 1500 5581 181 184 0.727 12 1 Ramp 1500 3582 185 186 0.026 11 1 Major Arterial 1700 4583 186 185 0.026 11 1 Major Arterial 1700 4584 187 186 0.577 12 1 Ramp 1500 3585 185 188 0.646 12 1 Ramp 1500 3586 188. 189 2.775 12 2 Freeway 4100 5587 190 191 0.267 11 1 Minor Arterial 1700 4088 191 190 0.267 11 1 Minor Arterial 1700 4089 190 192 0.225 12 1 Ramp 1500 3590 193 190 0.412 12 1 Ramp 1500 3591 189 194 0.207 12 1 Ramp 1500 3592 196 195 0.363 12 1 Ramp 1500 3593 194 196 0.031 11 1 Minor Arterial 1200 4094 196 194 0.031 11 1 Minor Arterial 1200 4095 197 198 0.073 11 1 Major Arterial 1200 4596 198 197 0.073 11 1 Major Arterial 1200 4597 199 200 0.606 12 1 Ram p 1500 3598 197 199 0.194 12 1 Ramp 1500 3599 197 201 0.2 11 1 Major Arterial 1200 45100 201 197 0.2 11 1 Major Arterial 1200 45101 201 199 0.101 12 1 Ramp 1500 35102 202 198 0.32 12 1 Ramp 1500 35103 202 201 0.106 12 1 Ramp 1500 35104 204 203 0.628 12 1 Ramp 1500 35105 206 205 0.43 12 2 Freeway 4100 65106 203 207 0.072 12 1 Ramp 1500 35107 206 208 0.485 12 -1 Ramp 1500 35108 209 205 0.341 12 1 Ramp 1500 35109 208 209 0.042 11 1 Major Arterial 1700 45110 209 208 0.042 11 1 Major Arterial 1700 45ill 207 210 0.141 11 1- Major Arterial 1700 45112 210 207 0.141 11 1 Major Arterial 1700 45113 203 210 0.16 12 1 Ramp 1500 35Page 2 of 91Appendix C -Page 3 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh114 207 211 0.165 12 1 Ramp 1500 35115 212 211 0.272 12 1 Ramp 1500 35116 210 212 0.101 11 1 Major Arterial 1700 45117 212 210 0.101 11 1 Major Arterial 1700 45118 209 213 0.64 11 1 Major Arterial 1700 40119 213 209 0.64 11 1 Major Arterial 1700 40120 213 214 0.039 11 1 Major Arterial 1700 40121 214 213 0.039 11 1 Major Arterial 1700 40122 215 202 0.71 12 1 Ramp 1500 35123 213 216 0.31 12 1 Ramp 1500 35124 211 217 0.657 12 1 Ramp 1500 35125 218 214 0.364 12 1 Ramp 1500 35126 218 216 0.267 12 2 Freeway 4100 65127 219 218 1.208 12 2 Freeway 4100 65128 220 221 0.836 11 1 Minor Arterial 1700 40129 221 220 0.836 11 1 Minor Arterial 1700 40130 222 220 0.187 12 1 Ramp 1500 35131 224 223 0.313 12 1 Ramp 1500 35132 226 225 0.2 12 1 Ramp 1500 35133 227 228 0.97 12 2 Freeway 4100 65134 227 229 0.214 12 1 Ramp 1500 35135 231 232 0.753 12 1 Ramp 1500 35136 234 233 0.786 12 1 Ramp 1500 35137 236 235 0.321 12 .2 Freeway 4100 65138 237 238 0.327 11 1 Minor Arterial 1700 40139 238 237 0.327 11 1 Minor Arterial 1700 40140 239 237 0.084 12 1 Ramp 1500 35141 240 235 0.326 12 1 Ramp 1500 35142 240 241 0.044 11 1 Minor Arterial 1700 40143 241 240 0.044 11 1 Minor Arterial 1700 40144 233 242 0.668 12 1 Ramp 1500 35145 243 231 0.778 12 1 Ramp 1500 35146 244 245 0.062 11 1 Major Arterial 1700 45147 245 244 0.062 11 1 Major Arterial 1700 45148 244 246 0.459 12 1 Ramp 1500 35149 247 250 0.09 12 1 Ramp 1500 35150 249 250 0.224 12 1 Ramp 1500 35151 250 251 0.308 12 1 Ramp 1500 35152 253 254 0.042 11 1 Major Arterial 1200 45153 254 253 0.042 11 1 Major Arterial 1200 45154 253 255 0.003 11 1 Major Arterial 1200 45155 255 253 0.003 11 1 Major Arterial 1200 45156 255 256 0.031 12 1 Ramp 1500 35157 257 254 0.048 12 1 Ramp 1500 35158 257 253 0.03 12 1 Ramp 1500 35159 258 259 0.036 11 1 Major Arterial 1200 45160 259 258 0.036 11 1 Major Arterial 1200 45161 261 260 0.162 12 1 Ramp 1500 35162 260 258 0.033 12 1 Ramp 1500 35163 258 262 0.031 11 1 Major Arterial 1200 45164 262 258 0.031 11 1 Major Arterial 1200 45165 260 262 0.042 12 1 Ramp 1500 35166 264 263 0.149 12 1 Ramp 1500 35167 265 257 0.132 12 1 Ramp 1500 35168 266 265 0,726 12 2 Freeway 4100 65169 267 266 0.24 12 1 Ramp 1500 35170 268 269 0.025_ 11 1 Minor Arterial 1200 40Page 3 of 91Appendix C -Page 4 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FS(mh171 269 268 0.025 11 1 Minor Arterial 1200 40172 230 270 0.01 11 2 Principal Arterial 3400 45173 270 230 0.01 11 2 Principal Arterial 3400 45174 271 268 0.029 12 1 Ramp 1500 35175 270 272 0.207 11 2 Principal Arterial 3700 50176 273 230 0.198 11 2 Principal Arterial 3700 50177 272 273 0.007 11 1 Principal Arterial 1600 45178 273 272 0.007 11 1 Principal Arterial 1600 45179 278 279 0.027 11 1 Minor Arterial 1200 40180 279 278 0.027 11 1 Minor Arterial 1200 40181 274 276 0.011 11 1 Minor Arterial 1700 40182 276 274 0.011 11 1 Minor Arterial 1700 40183 280 278 0.027 12 1 Ramp 1500 35184 280 279 0.03 12 1 Ramp 1500 35185 281 282 0.036 11 1 Minor Arterial 1700 40186 282 281 0.036 11 1 Minor Arterial 1700 40187 275 281 0.217 12 -1 Ramp 1500 35188 282 283 0.036 12 1 Ramp 1500 35189 281 283 0.052 12 1 Ramp 1500 35190 283 284 0.252 12 1 Ramp 1500 35191 285 286 0.006 11 1 Major Arterial 1200 45192 286 285 0.006 11 1 Major Arterial 1200 45193 285 287 0.207 12 1 Ramp 1500 35194 289 288 0.225 12 1 Ramp 1500 35195 290 286 0.173 12 1 Ramp 1500 35196 288 291 0.265 12 1 Ramp 1500 35197 293 292 0.241 12 1 -Ramnp 1500 35198 295 296 0.104 12 1 Ramp 1500 35199 295 297 0.153 12 2 Freeway 4100 55200 298 297 0.089 12 1 Ramp 1500 35201 296 298 0.04 12 1 Ramp 1500 35202 299 300 0.082 11 1 Minor Arterial 1700 40203 300 299 0.082 11 1 Minor Arterial 1700 40204 298 301 0.047 11 1 Major Arterial 1700 45205 301 298 0.047 11 1 Major Arterial 1700 45206 296 301 0.066 12 1 Ramp 1500 35207 298 302 0.045 11 1 Major Arterial 1700 45208 302 298 0.045 11 1 Major Arterial 1700 45209 301 302 0.073 1 11 1 Collector)/
Local Road 1700 40210 303 304 1.079 12 2 Freeway 4100 65211 305 306 0.058 12 1 Ram p 1500 35212 297 307 0.359 12 2 Freeway 4100 55213 307 308 0.115 12 2 Freeway 4100 55214 303 309 0.831 12 1 Ramp 1500 35215 310 305 0.153 12 1 Ramp 1500 35216 310 311 0.102 12 2 Freeway 4100 55217 307 312 0.156 12 1 Ramp 1500 35218 312 313 0.085 12 1 Ramp 1500 35219 317 316 0.217 12 1 Ramp 1500 35220 318 319 0.019 11 1 Minor Arterial 1700 40221 319 318 0.019 11 1 Minor Arterial 1700 40222 320 321 0.214 12 2 Freeway 4100 55223 320 322 0.237 12 1 Ramp 1500 35224 324 325 0.245 12 1 Ramp 1500 35225 326 327 0.461 12 2 Freeway 4100 55226 328 329 0.017 12 1 Ramp 1500 35227 325 330 0.238 12 1 Ramp 1500 35Page 4 of 91Appendix C -Page 5 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)______ ______ (mi) Width (ft) Lanes Rate________
____________
____228 326 328 0.19 12 1 Ramp 1500 35229 331 332 0.072 11 1 Major Arterial 1200 45230 332 331 0.072 11 1 Major Arterial 1200 45231 335 334 0.332 12 1 Ramp 1500 35232 336 337 0.105 12 1 Minor Arterial 1700 35233 337 336 0.105 12 1 Minor Arterial 1700 35234 338 336 0,254 12 1 Ramp 1500 35235 339 340 0.029 12 1 Ramp 1500 35236 339 341 0.025 12 1. Minor Arterial 1700 35237 341 339 0.025 12 1 Minor Arterial 1700 35238 342 343 0.222 12 1 Ramp 1500 35239 344 345 0.022 11 1 Minor Arterial 1700 40240 345 344 0.022 11 1 Minor Arterial 1700 40241 346 347 0.3 12 2 Freeway 4100 60242 349 350 0.053 12 1 Ramp 1500 35243 351 349 0.194 12 1 Ramp 1500 35244 343 352 0.23 12 1 Ramp 1500 35245 349 353 0.045 12 1 Ramp 1500 35246 350 353 0.029 11 1 Major Arterial 1700 45247 353 350 0.029 11 1 Major Arterial 1700 45248 346 344 0.175 12 1 Ramp 1500 35249 354 355 0.053 12 1 Ramp 1500 35250 353 354 0.043 11 1 Major Arterial 1700 45251 354 353 0.043 11 1 Major Arterial 1700 45252 356 348 0.099 12 1 Ramp 1500 35253 344 357 0.024 12 1 Ramp 1500 35254 344 358 0.098 11 1 Minor Arterial 1700 40255 358 344 0.098 11 1 Minor Arterial 1700 40256 359 360 0.091 11 1 Major Arterial 1700 45257 360 359 0.091 11 1 Major Arterial 1700 45258 360 361 0.085 11 1 Minor Arterial 1700 40259 361 360 0.085 11 1 Minor Arterial 1700 40260 361 362 0.149 12 1 Ramp 1500 35261 363 364 0.01 11 1 Minor Arterial 1200 40262 364 363 0.01 11 1 Minor Arterial 1200 40263 366 365 0.471 12 2 Freeway 4100 65264 370 371 0.571 12 1 Ramp 1500 35265 370 369 0.368 12 2 Freeway 4100 65266 373 372 0.175 12 1 Ramp 1500 35267 372 374 0.055 11 1 Major Arterial 1200 45268 374 372 0.055 11 1 Major Arterial 1200 45269 374 375 0.065 12 1 Ramp 1500 35270 372 376 0.01 11 1 Major Arterial 1200 45271 376 372 0.01 11 1 Major Arterial 1200 45272 376 375 0.019 12 1 Ramp 1500 35273 376 377 0.104 11 1 Major Arterial 1200 45274 377 376 0.104 11 1 Major Arterial 1200 45275 378 379 0.009 11 1 Minor Arterial 1200 40276 379 378 0.009 11 1 Minor Arterial 1200 40277 380 381 0.19 12 1 Ramp 1500 35278 377 380 0.024 12 1 Ramp 1500 35279 382 380 0.034 12 1 Ramp 1500 35280 377 382 0.022 11 1 Major Arterial 1200 45281 382 377 0.022 11 1 Major Arterial 1200 45282 375 383 0.153 12 1 Ramp 1500 35283 384 385 0.025 12 1 Minor Arterial 1100 35284 385 384 0.025 12 1 Minor Arterial 1100 35Page 5 of 91Appendix C -Page 6 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh285 386 384 0.028 12 1 Ramp 1500 5286 387 386 0.181 12 1 Ramp 1500 35287 389 388 0.185 12 1 Ramp 1500 35288 389 390 0.423 12 2 Freeway 4100 60289 391 392 0.101 11 1 Minor Arterial 1700 40290 392 391 0.101 11 1 Minor Arterial 1700 40291 393 394 0.423 12 2 Freeway 4100 60292 395 394 0.219 12 1 Ramp 1500 35293 391 395 0.022 12 1 Ramp 1500 35294 396 390 0.175 11 1 Ramp 1500 40295 397 391 0.024 12 1 Ramp 1500 35296 393 397 0.164 12 1 Ramp 1500 35297 398 395 0.044 12 1 Ramp 1500 35298 391 398 0.03 11 1 Minor Arterial 1700 40299 398 391 0.03 11 1 Minor Arterial 1700 40300 397 398 0.039 12 1 Ramp 1500 35301 398 399 0.16 11 1 Minor Arterial 1700 40302 399 398 0.16 11 1 Minor Arterial 1700 40303 400 399 0.052 11 1 Collector/I Local Road 1700 40304 400 401 0.043 11 1 Major Arterial 1700 45305 401 400 0.043 11 1 Major Arterial 1700 45306 399 401 0.029 1 11 1 Minor Arterial 1700 40307 401 399 0.029 11 1 Minor Arterial 1700 40308 401 402 0.027 11 1 Major Arterial 1200 45309 402 401 0.027 11 1 Major Arterial 1200 45310 399 402 0.043 11 1 Collector/
Local Road 1200 40311 403 404 0.058 12 1 Ramp 1500 35312 406 405 0.093 12 2 Freeway 4100 60313 407 408 0.032 12 1 Ramp 1500 35314 407 409 0.013 11 1 Principal Arterial 1600 45315 409 407 0.013 11 1 Principal Arterial 1600 45316 410 411 0.098 12 2 Freeway 4100 60317 412 408 0.057 12 1 Ramp 1500 35318 407 412 0.043 11 1 Principal Arterial 1600 45319 412 407 0.043 11 1 Principal Arterial 1600 45320 412 413 0.095 11 1 Principal Arterial 1600 45321 413 412 0.095 11 1 Principal Arterial 1600 45322 414 413 0.044 12 1 Ramp 1500 35323 414 415 0.029 1 12 1 Ramp 1500 35324 413 415 0.032 11 1 Principal Arterial 1600 45325 415 413 0.032 11 1 Principal Arterial 1600 45326 416 417 0.037 12 1 Ramp 1500 35327 416 418 0.024 11 1__ Principal Arterial 1600 45328 418 416 0.024 11 1 1 Principal Arterial 1600 45329 131 132 0.01 11 1 Collector/I Local Road 1200 40330 419 420 0.116 11 1 Major Arterial 1700 45331 420 419 0.116 11 1__ Major Arterial 1700 45332 419 421 0.329 11 1 Major Arterial
___1700 45333 1 421 419 0.329 11 1 Major Arterial 1700 45334 421 423 0.115 11 1 Minor Arterial
___1700 40335 423 421 0.115 11 1 Minor Arterial 1700 40336 419 424 0.567 12 1 Ramp 1500 35337 426 427 0.503 12 1 Ramp 1500 35338 426 424 0.32 12 2 Freeway 4100 55339 429 428 0.289 12 1 Ramp 1500 35340 421 430 0.633 12 1 Ramp 1500 35341 429 431 0.222 12 2 Freeway 4100 60Page 6 of 91Appendix C -Page 7 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)______ ______ (ml) Width (ft) Lanes Rate________
_________
_____342 432 433 0.24 12 1 Ramp 1500 35343 434 432 0.037 12 1 Ramp 1500 35344 435 434 0.03 12 1 Ramp 1500 35345 436 435 0.234 12 1 Ramp 1500 35346 437 432 0.068 12 1 Ramp 1500 35347 434 437 0.054 12 2 Major Arterial 2850 35348 437 434 0.054 12 2 Major Arterial 2850 35349 435 437 0.071 12 1 Ramp 1500 35350 438 439 0.289 11 1 Ramp 1500 55351 438 440 0.102 11 2 Principal Arterial 3700 50352 441 440 0.195 11 1 Ramp 1500 55353 442 443 0.196 11 1 Ramp 1500 55354 444 445 0.17 11 1 Ramp 1500 55355 446 447 0.121 11 1 Ramp 1500 55356 444 448 0.101 12 2 Freeway 4100 55357 449 448 0.183 11 1 Ramp 1500 55358 450 451 0.148 12 1 Ramp 1500 35359 450 452 0.115 11 1 Minor Arterial 1700 40360 452 450 0.115 11 1 Minor Arterial 1700 40361 454 455 0.021 11 1 Major Arterial 1700 45362 454 456 0.221 12 1 Ramp 1500 35363 457 458 0.193 12 1 Ramp 1500 35364 459 460 0.122 11 2 Principal Arterial 3400 45365 460 459 0.122 11 2 Principal Arterial 3400 45366 461 462 0.482 12 2 Freeway 4100 60367 463 464 0.039 12 1 Ramp 1500 3368 459 463 0.032 11 2 Principal Arterial 3400 45369 463 459 0.032 11 2 Principal Arterial 3400 45___370 465 466 0.062 11 1 Principal Arterial 1600 45___371 466 465 0.062 11 1 Principal Arterial 1600 45___372 468 467 0.262 12 1 Ramp 1500 35___373 461 469 0.326 12 1 Ramp 1500 35___374 470 457 0.749 12 2 Freeway 4100 5375 471 472 0.106 12 1 Ramp 1500 35376 473 472 0.14 12 2 Freeway 4100 65377 471 474 0.004 11 1 Principal Arterial 1700 45378 474 471 0.004 11 1 Principal Arterial 1700 45379 473 474 0.112 12 1 Ramp 1500 35380 476 475 0.029 12 1 Ramp 1500 35381 475 477 0.032 11 2 Principal Arterial 3400 45382 477 475 0.032 11 2 Principal Arterial 3400 45383 478 470 0.134 12 1 Ramp 1500 35384 475 479 0.093 11 2 Principal Arterial 3400 45385 479 475 0.093 11 2 Principal Arterial 3400 45386 481 480 0.132 12 1 Ramp 1500 35d387 482 483 0.085 11 2 Major Arterial 3300 45388 484 478 0.065 12 1 Ramp 1500 35389 485 482 0.031 11 2 Major Arterial 3300 45390 485 486 0.007 11 1 Collector
/Local Road 1700 40391 487 485 0.061 11 2 Major Arterial 3300 45392 488 470 0.332 12 2 Freeway 4100 55393 481 489 0.318 12 2 Freeway 4100 55394 480 490 0.065 12 1 Ramp 1500 35395 491 487 0.007 11 1 1Collector/
Local Road 1700 40396 492 487 0.039 11 2 Major Arterial 3300 45397 474 479 0.134 11 1 Principal Arterial 1700 45398 479 474 0.134 11 1 Principal Arterial 1700 45Page 7 of 91Appendix C -Page 8 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Nodle Length Lane Number of Roadway Type Ratraeio Flowhr FFS (mph)_______(ml)
Width (ft) Lanes Rate_____
________399 487 493 0.021 12 1 Ramp 1500 35400 492 493 0.048 12 1 Ramp 1500 35401 494 482 0.04 12 1 Ramp 1500 35402 494 485 0.026 12 1 Ramp 1500 35403 496 495 0.17 12 1 Ramp 1500 35404 493 489 0.122 12 1 Ram p 1500 35405 488 494 0.119 12 1 Ramp 1500 35406 499 498 0.175 12 1 Ramp 1500 35407 499 500 0.103 11 1 Major Arterial 1200 45408 500 499 0.103 11 1 Major Arterial 1200 45409 502 501 0.316 12 2 Freeway 4100 60410 502 500 0.186 12 1 Ramp 1500 35411 500 501 0.138 12 1 Ramp 1500 35412 503 499 0.215 12 1 Ramp 1500 35413 505 504 0.265 12 1 Ramp 1500 35414 507 506 0.266 11 1 Ramp 1500 55415 508 509 0.054 11 2 Principal Arterial 3700 50416 510 511 0.006 11 1 Collector/
Local Road 1700 45417 511 510 0.006 11 1 Collector/
Local Road 1700 45418 512 510 0.042 11 2 Principal Arterial 3400 45419 514 513 0.199 12 1 Ramp 1500 35420 510 515 0.046 12 1 Ramp 1500 35421 512 515 0.063 12 1 Ramp 1500 35422 517 516 0.024 11 2 Principal Arterial 3400 45423 518 519 0.167 12 1 Ramp 1500 35424 521 520 0.194 12 1 Ram p 1500 35425 522 523 0.183 12 1 Ramp 1500 35426 524 522 0.036 12 1 Ramp 1500 35427 524 520 0.035 11 2 Principal Arterial 3400 45428 517 524 0.016 11 1 Collector/
Local Road 1700 45429 525 522 0.046 12 1 Ramp 1500 35430 526 516 0.169 12 1 Ramp 1500 35431 515 527 0.151 12 1 Ramp 1500 35432 528 529 0.209 12 2 Freeway 4100 65433 530 531 0.029 12 1 Ramp 1500 35434 532 533 0.022 11 1 Major Arterial 1700 45435 533 532 0.022 11 1 Major Arterial 1700 45436 535 534 0.376 12 2 Freeway 4100 65437 536 532 0.022 12 1 Ramp 1500 35438 537 534 0.177 12 1 Ramp 1500 35439 538 539 0.198 12 1 Ramp 1500 35440 541 540 0.119 12 1 Ramp 1500 5441 541 542 0.208 12 2 Freeway 4100 60442 540 543 0.095 12 1 Minor Arterial 1100 35443 543 540 0.095 12 1 Minor Arterial 1100 35444 543 544 0.116 12 1 Ramp 1500 5445 540 542 0.106 12 1 Ramp 1500 5446 545 543 0.114 12 1 Ram p 1500 5447 546 547 0.156 12 1 Ramp 1500 35448 548 546 0.06 12 1 Ramp 1500 35449 548 549 0.033 11 1 Minor Arterial 1200 40450 549 548 0.033 11 1 Minor Arterial 1200 40451 549 546 0.048 12 1 Ramp 1500 35452 550 551 0.014 11 1 Minor Arterial 1200 40453 551 550 0.014 11 1 Minor Arterial 1200 40454 552 550 0.017_ 12 1 Ramp 1500 35455 553 554 0.05 12 1 Ramp 1500 35Page 8 of 91Appendix C -Page 9 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLinkU UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr FS(mh456 553 555 0.035 11 1 Minor Arterial 1200 40 _457 555 553 0.035 11 1 Minor Arterial 1200 40 _458 556 555 0.043 12 1 Ramp 1500 35459 555 557 0.036 11 1 Minor Arterial 1200 40460 557 555 0.036 11 1 Minor Arterial 1200 40 _461 556 557 0.056 12 1 Ramp 1500 35 _462 562 561 0.117 12 2 Freeway 4100 60463 563 564 0.216 11 1 Ramp 1500 55464 563 565 0.047 11 2 Major Arterial 3400 50465 565 563 0.047 11 2 Major Arterial 3400 50466 565 566 0.111 11 2 Major Arterial 3400 50467 566 565 0.111 11 2 Major Arterial 3400 50468 566 561 0.229 11 1 Ramp 1500 55469 566 567 0.053 11 2 Major Arterial 3400 50470 567 566 0.053 11 2 Major Arterial 3400 50471 568 567 0.043 11 1 Ramp 1500 55472 565 569 0.209 11 1 Ramp 1500 55473 571 570 0.288 11 1 Ramp 1500 55474 572 573 0.184 11 1 Ramp 1500 55475 572 569 0.107 12 2 Freeway 4100 60476 575 576 0.041 11 1 Major Arterial 1200 45477 576 575 0.041 11 1 Major Arterial 1200 45478 577 575 0.087 12 1 Ramp 1500 35479 577 578 0.181 12 2 Freeway 4100 65480 575 579 0.072 11 1 Major Arterial 1200 45 _481 579 575 0.072 11 1 Major Arterial 1200 45 _482 579 580 0.167 12 1 Ram p 1500 35483 575 581 0.019 12 1 Ramp 1500 35484 576 581 0.037 12 1 Ramp 1500 35485 581 578 0.108 12 1 Ramp 1500 35486 582 579 0.141 12 1 Ramp 1500 35487 583 584 0.028 12 1 Ramp 1500 35 _488 583 585 0.027 11 1 Major Arterial 1200 45489 585 583 0.027 11 1 Major Arterial 1200 45490 585 584 0.019 12 1 Ramp 1500 35491 587 586 0.022 12 1 Ramp 1500 35492 585 586 0.048 11 1 Major Arterial 1200 45493 586 585 0.048 11 1 Major Arterial 1200 45494 586 588 0.027 11 1 Major Arterial 1700 45495 588 586 0.027 11 1 Major Arterial 1700 45496 587 588 0.029 12 1 Ramp 1500 35497 589 583 0.029 12 1 Ramp 1500 35 _498 589 585 0.019 12 1 Ramp 1500 35499 586 590 0.023 12 1 Ramp 1500 35500 588 590 0.032 12 1 Ramp 1500 35501 591 589 0.154 12 1 Ramp 1500 35502 590 592 0.222 12 1 Ramp 1500 35 _503 594 157 0.167 11 1 Principal Arterial 1600 50504 153 594 0.013 11 1 Collector/
Local Road 1200 45505 555 554 0.039 12 1 Ramp 1500 35506 533 596 0.043 11 1 Major Arterial 1700 45507 596 533 0.043 11 1 Major Arterial 1700 45508 535 536 0.155 12 1 Ramp 1500 35509 536 533 0.014 12 1 Ramp 1500 35510 532 537 0.035 12 1 Ramp 1500 35511 533 537 0.032 12 1 Ramp 1500 35512 539 597 0.032 12 1 Ramp 1500 35Page 9 of 91Appendix C -Page 10 of 104 Appendix CThree Mile Island INGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh513 539 598 0.021 12 1 Ramp 1500 35514 483 484 0.082 11 2 Major Arterial 3300 45515 480 491 0.04 12 1 Ramp 1500 35516 491 490 0.037 11 2 Major Arterial 3300 45517 486 478 0.053 12 1 Ramp 1500 35518 484 486 0.034 11 2 Major Arterial 3300 45519 486 491 0.06 11 2 Major Arterial 3300 45520 458 599 0.034 1 12 1 Ramp 1500 35521 458 455 0.032 12 1 Ramp 1500 35522 601 600 0.183 11 1 Major Arterial 1700 45523 169 602 0.083 11 1 -Minor Arterial 1700 40524 602 169 0.083 11 1 Minor Arterial 1700 40525 164 603 0.253 1 11 1 Minor Arterial 1700 40526 603 164 0.253 11 1 Minor Arterial 1700 40527 221 219 0.108 12 1 Ramp 1500 35528 220 604 0.156 11 1 Minor Arterial 1700 40529 604 220 0.156 11 1 Minor Arterial 1700 40530 229 605 0.609 11 1 Minor Arterial 1700 40531 605 229 0.609 11 1 Minor Arterial 1700 40532 605 228 0.204 12 1 Ram p 1500 35533 371 606 0.215 12 1 Ramp 1500 35534 427 607 0.373 12 1 Ramp 1500 35535 427 420 0.219 12 1 Ramp 1500 35536 420 607 0.185 11 1 Major Arterial 1700 45537 607 420 0.185 11 1 Majo r Arterial 1700 45538 455 452 0.007 11 1 Minor Arterial 1700 40539 469 459 0.018 12 1 Ramp 1500 35540 469 463 0.039 12 1 Ramp 1500 35541 459 464 0.023 12 1 Ramp 1500 35542 464 462 0.148 12 1 Ramp 1500 35543 460 608 0.029 1 11 2 Principal Arterial 3400 45544 608 460 0.029 11 2 Principal Arterial 3400 45545 608 468 0.039 12 1 Ramp 1500 35546 460 468 0.029 12 1 Ramp 1500 35547 388 609 0.055 12 1 Ramp 1500 35548 392 609 0.042 11 1 Minor Arterial 1700 40549 609 392 0.042 11 1 Minor Arterial 1700 40550 388 392 0.032 12 1 Ramp 1500 35551 609 396 0.07 11 1 Ramp 1500 40552 392 396 0.043 12 1 Ramp 1500 35553 573 560 0.091 11 1 Ram p 1500 55554 573 563 0.052 11 1 Ramp 1500 55555 560 563 0.065 11 2 Major Arterial 3400 50556 563 560 0.065 11 2 Major Arterial 3400 50557 562 568 0.187 11 1 Ramp 1500 55558 568 571 0.069 11 1 Ramp 1500 55559 404 409 0.052 11 1 Principal Arterial 1600 45560 409 404 0.052 1 11 1 Principal Arterial 1600 45561 403 409 0.024 12 1Ramp 1500 35562 415 418 0.007 11 1 Principal Arterial 1600 45563 418 415 0.007 11 __ 1 Principal Arterial 1600 45564 417 411 0.154 12 1 Ramp 1500 35565 418 417 0.029 12 1 Ramp 1500 35566 615 616 0.096 11 1 Major Arterial 1 1200 1 45567 616 615 0.096 11 1 Major Arterial 1200 45568 141 145 0.126 12 1 Ramp 1500 35569 139 617 0.089 12 1 Ramp 1 1500 35Page 10 of 91Appendix C -Page 11 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLink U-Node D-Node Length Lane Number of "Roadway Type Saturation Flow FFS (mph)Link __UNod D-Nod_ (mi) Width (ft) Lanes Rate (veh/hr)
FFS_(mph570 617 139 0.089 12 1 Ramp 1500 35571 138 617 0.063 12 1 Ramp 1500 35572 617 138 0.063 12 1 Ramp 1500 35573 141 617 0.046 12 1 Ramp 1500 35574 617 141 0.046 12 1 Ramp 1500 35575 136 618 0.071 12 1 Ramp -1500 35576 143 618 0.091 12 1 Ramp 1500 35577 618 143 0.091 12 1 Ramp 1500 35578 618 137 0.124 12 1 Ramp 1500 35579 620 619 0.063 12 1 Ramp 1500 35580 621 476 0.153 12 1 Ramp 1500 35581 477 622 0.089 11 2 Principal Arterial 3400 45582 622 477 0.089 11 2 Principal Arterial 3400 45583 476 477 0.022 12 1 Ramp 1500 35584 475 496 0.014 12 1 Ramp 1500 35585 477 496 0.041 12 1 Ramp 1500 35586 119 124 0.025 12 1 Ramp 1500 35587 120 623 0.01 11 1 Collector
/ Local Road 1200 40588 119 623 0.027 11 1 Major Arterial 1200 45589 623 124 0.007 12 1 Ramp 1500 35590 319 323 0.03 12 1 Ramp 1500 35.591 318 323 0.025 12 1 Ramp 1500 35592 328 624 0.018 11 1 Major Arterial 1700 45593 624 328 0.018 11 1 Major Arterial 1700 45594 329 327 0.252 12 1 Ramp 1500 35595 624 329 0.026 12 1 Ramp 1500 35596 340 625 0.351 12 1 Ramp 1500 35597 336 341 0.006 12 1 Minor Arterial 1700 35598 341 336 0.006 12 1 Minor Arterial 1700 35599 341 340 0.02 12 1 Ramp 1500 35600 357 347 0.12 12 1 Ramp 1500 35601 345 357 0.021 12 1 Ramp 1500 35602 343 345 0.105 11 1 Minor Arterial 1700 40603 345 343 0.105 11 1 Minor Arterial 1700 40604 355 626 0.139 12 1 Ramp 1500 35605 353 355 0.032 12 1 Ramp 1500 35606 627 271 0.208 12 1 Ramp 1500 35607 271 269 0.014 12 1 Ramp 1500 35608 255 628 0.029 11 1 'Major Arterial 1200 45609 628 255 0.029 11 1 Major Arterial 1200 45610 628 256 0.02 12 1 Ramp 1500 35611 256 629 0.16 12 1 Ramp 1500 35612 259 628 0.08 11 1 Major Arterial 1200 45613 628 259 0.08 11 1 Major Arterial 1200 45614 259 264 0.026 12 1 Ramp 1500 35615 258 264 0.043 12 1 Ramp 1500 35616 236 239 0.27 12 1 Ramp 1500 35617 237 241 0.064 11 1 Minor Arterial 1700 40618 241 237 0.064 11 1 Minor Arterial 1700 40619 239 241 0.051 12 1 Ramp 1500 35620 531 528 0.145 12 1 Ramp 1500 35621 596 598 0.02 11 1 Major Arterial 1700 45622 598 596 0.02 11 1 Major Arterial 1700 45623 596 531 0.022 12 1 Ramp 1500 35624 630 552 0,183 12 1 Ramp 1500 35625 549 551 0.033 11 1 Minor Arterial 1200 40626 551 549 0.033 11 1 Minor Arterial 1200 40Page 11 of 91Appendix C -Page 12 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLength Lane Number of Saturation FlowLink # U-Node D-Node (mi) Width (ft) Lanes Roadway Type Rate (vehlhr)
FFS (mph)627 552 551 0.006 12 1 Ramp 1500 35628 309 631 0.04 11 1 Major Arterial 1200 40629 631 309 0.04 11 1 Major Arterial 1200 40630 633 632 0.516 12 1 Ramp 1500 35631 635 634 0.523 12 2. Freeway 4100 55632 640 310 0.447 12 2 Freeway 4100 55633 643 644 0.116 11 1 Major Arterial 1300 50634 64 643 0.116 11 1 Major Arterial 1300 50635 645 574 0.016 11 1 Major Arterial 1700 50636 574 646 0.014 11 1 Major Arterial 1700 50637 567 571 0.052 11 2 Major Arterial 3400 50638 571 567 0.052 11 2 Major Arterial 3400 50639 166 650 0.448 12 2 Freeway 4100 55640 650 180 0.358 12 2 Freeway 4100 45641 651 652 0.059 12 2 Freeway 4100 45642 424 656 0.674 12 2 Freeway 4100 55643 421 425 0.165 11 1 Major Arterial 1700 45644 425 421 0.165 11 1 Major Arterial 1700 45645 657 442 0.04 12 2 Freeway 4100 60646 440 657 0.039 11 2 Principal Arterial 3700 50647 291 670 1.155 12 2 Freeway 4100 65648 678 679 0.007 11 1 Collector/I Local Road 1700 40649 679 678 0.007 11 1 Collector!
Local Road 1700 40650 680 681 0.052 11 2 Principal Arterial 3400 45651 681 680 0.052 11 2 Principal Arterial 3400 45652 687 696 0.213 11 1 Ramp 1500 55653 721 722 0.042 12 1 Ramp 1500 35654 721 723 0.022 12 1 Ramp 1500 35655 725 724 0.031 12 1 Ramp 1500 35656 726 724 0.047 12 1 Ramp 1500 35657 727 699 0.21 12 1 Ramp 1500 35658 728 727 0.034 12 1 Ramp 1500 35659 729 730 0.03 12 1 Ramp 1500 35660 731 727 0.039 12 1 Ram p 1500 35661 729 731 0.05 12 1 Ramp 1500 35662 724 732 0&#xfd;213 12 1 Ramp 1500 35663 734 733 0.078 11 2 Major Arterial 3300 45664 733 735 0.022 11 1 Collector!
Local Road 1200 40665 736 734 0.086 11 2 Major Arterial 3300 45666 733 737 0.021 11 2 Major Arterial 3300 45667 738 736 0.017 11 2 Major Arterial 3300 45668 739 738 0.02 1 11 2 Major Arterial 3300 45669 740 736 0.03 11 1 Collector
/ Local Road 1200 40670 739 740 0.022 11 1 Collector
/ Local Road 1200 40671 743 742 0.331 12 1 Ramp 1500 35672 742 744 0.106 12 1 Ramp 1500 35673 744 745 0.058 11 2 Major Arterial 3300 45674 746 747 0.185 11 1 Ramp 1500 45675 745 748 0.066 11 2 Major Arterial 3300 45676 742 749 0.047 12 1 Ramp 1500 35677 749 744 0.083 11 2 Major Arterial 3300 45678 .749 750 0.007 11 1 Minor Arterial 1200 40679 748 750 0.074 11 2 Major Arterial 3300 45680 751 746 0.037 11 1 Ramp 1500 45681 752 746 0.05 12 1 Ramp 1500 3682 752 751 0.04 11 2 Major Arterial 3300 4683 753 751 0.006 11 1 Minor Arterial 1200 4Page 12 of 91Appendix C -Page 13 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLin It U-ode D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhr FS(mh684 753 754 0.062 11 2 Major Arterial 3300 45685 755 752 0.06 1 11 2 Major Arterial 3300 45686 754 755 0.039 11 2 Major Arterial 3300 45687 750 756 0.068 12 1 Ramp 1500 35688 748 756 0.063 12 1 Ramp 1500 35689 757 754 0.077 12 1 Ramp 1500 35690 757 753 0.039 12 1 Ramp 1500 35691 756 758 0.178 12 1 Ramp 1500 35692 760 759 0.864 1 12 2 Freeway 4100 60693 761 757 0.393 12 1 Ramp 1500 35694 759 762 0.116 12 1 Ramp 1500 35695 762 763 0.093 11 1 Minor Arterial 1700 40696 764 765 0.242 12 1 Ramp 1500 35697 766 764 0.006 10 1 Collector/I Local Road 800 15698 768 767 0.068 12 1 Ramp 1500 35699 768 769 0.066 11 1 Major Arterial 1700 45700 769 767 0.042 12 1 Ramp 1500 35701 770 769 0.006 10 1 Collector/
Local Road 800 15702 772 770 0.1 11 1 Major Arterial 1700 45703 773 772 0.042 11 1 Major Arterial 1700 45704 773 774 0.006 10 1 Collector/
Local Road ..800 15705 775 773 0.006 11 1 Major Arterial 1700 45706 774 775 0.008 11 1 Major Arterial 1700 45707 776 772 0.079 11 1 Collector
/ Local Road 1700 40708 776 773 0.049 11 1 Minor Arterial 1700 40709 775 776 0.05 11 1 Minor Arterial 1700 40710 778 777 0.122 11 2 Major Arterial 3300 45711 777 779 0.036 11 1 Collector/
Local Road 1700 40712 777 780 0.034 11 2 Major Arterial 3300 45713 781 778 0.139 11 2 Major Arterial 3300 45714 782 781 0.024 11 2 Major Arterial 3300 45715 783 782 0.045 11 2 Major Arterial 3300 45716 784 781 0.047 11 1 Collector
/Local Road 1700 40717 783 786 0.057 11 1 Collector
/Local Road 1200 40718 789 788 0.1866 11 2 Major Arterial 3300 45719 792 698 0.044 12 1 Ramp 1500 35720 793 698 0.034 11 2 Minor Arterial 3300 40721 794 795 0.286 12 1 Ramp 1500 35722 796 797 0.08 12 1 Ramp 1500 35723 796 793 0.055 11 2 Minor Arterial 3300 40724 798 799 0.151 12 1 Ramp 1500 35725 802 798 0.119 11 1 Minor Arterial 1700 40726 804 803 0.026 11 2 Major Arterial 3300 45727 791 805 0.361 12 1 Ramp 1500 35728 807 806 0.052 11 2 Major Arterial 3300 45729 808 806 0.188 12 1 Ramp 1500 35730 807 809 0.009 11 1 Collector/I Local Road 1200 40731 810 809 0.028 11 2 Major Arterial 3300 45732 811 810 0.019 11 2 Major Arterial 3300 45733 812 803 0.031 12 1 Ramp 1500 35734 812 804 0.029 12 1 Ramp 1500 35735 809 813 0.014 12 1 Ramp 1500 35736 810 813 0.031 12 1 Ramp 1500 35737 814 815 0.331 12 1 Ramp 1500 35738 816 814 0.183 12 1 Ramp 1500 35739 818 817 0.232 12 1 Ramp 1500 35740 821 697 0.08 12 1 Ramp 1500 35Page 13 of 91Appendix C -Page 14 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)Link# UNod D-ode (ml) Width (ft) Lanes Rate________
________741 822 697 0.052 11 2 Minor Arterial 3300 40742 823 824 0.073 12 1 Ramp 1500 35743 823 822 0.051 11 2 Minor Arterial 3300 40744 813 825 0.287 12 1 Ramp 1500 35745 826 827 0.309 11 2 Minor Arterial 3300 40746 827 828 0.309 11 2 Minor Arterial 3300 40747 829 812 0.245 12 1 Ramp 1500 35748 830 823 0.076 11 2 Minor Arterial 3300 40749 831 830 0.039 11 1 Collector!
Local Road 1700 40750 831 832 0.032 11 2 Major Arterial 3300 45751 833 834 0.369 11 1 Principal Arterial 1600 45752 834 833 0.369 11 1 Principal Arterial 1600 45753 836 826 0.162 11 2 Minor Arterial 3300 40754 828 836 0.16 11 2 Minor Arterial 3300 40755 833 838 0.264 11 2 Principal Arterial 3400 45756 839 833 0.265 11 2 Principal Arterial 3400 45757 840 841 0.294 12 1 Ramp 1500 35758 840 842 0.194 12 1 Ramp 1500 35759 844 843 0.244 12 1 Ramp 1500 35760 842 845 0.075 12 1 Ram p 1500 35761 846 847 0.283 12 1 Ramp 1500 35762 848 849 0.068 12 1 Ramp 1500 35763 850 846 0.141 12 1 Ramp 1500 35764 851 852 0.099 11 2 Minor Arterial 3300 40765 851 853 0.054 11 1 Collector
/ Local Road 1700 40766 854 847 0.296 12 1 Ramp 1500 35767 856 855 0.275 12 1 Ramp 1500 35768 854 858 0.206 11 2 Principal Arterial 3400 45769 846 858 0.405 12 1 Ramp 1500 35770 863 859 0.134 12 1 Ramp 1500 35771 702 864 0.124 12 1 Ramp 1500 35772 867 863 0.139 12 1 Ramp 1500 35773 868 869 0.111 12 1 Ramp 1500 35774 870 868 0.072 11 2 Ram p 3000 40775 870 866 0.121 11 1 Minor Arterial 1700 40776 871 872 0.062 11 2 Minor Arterial 3300 40777 873 870 0.046 11 2 Minor Arterial 3300 40778 871 873 0.046 11 1 Collector!/
Local Road 1700 40779 875 874 0.039 11 2 Principal Arterial 3400 45780 876 877 0.224 11 2 Principal Arterial 3400 45781 875 878 0.058 11 1 Minor Arterial 1700 40782 874 879 0.024 11 2 Principal Arterial 3400 45783 878 879 0.034 11 1 Minor Arterial 1700 40784 880 873 0.072 11 2 Minor Arterial 3300 40785 872 880 0.021 11 2 Minor Arterial 3300 40786 882 876 0.096 11 2 Principal Arterial 3400 45787 879 882 0.073 11 2 Principal Arterial 3400 45788 883 690 0.163 11 1 Ramp 1500 55789 887 886 0.15 11 2 Minor Arterial 3300 40790 691 888 0.201 11 1 Ramnp 1500 55791 690 691 0.211 11 1 Ramp 1500 55792 886 889 0.05 11 2 Minor Arterial 3300 40793 890 891 0.311 11 1 Ramp 1500 55794 886 892 0.074 12 1 Ramp 1500 35795 889 893 0.016 11 2 Minor Arterial 3300 40796 894 893 0.021 12 1 Ramp 1500 35797 896 884 0,112 12 3 Freeway 6150 55Page 14 of 91Appendix C -Page 15 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLength Lane Number of Roda ye Saturation Flow F(mhLink # U-Node D-Node (mi) Width (ft) Lanes Roda ye Rate (vehlhr)
FS(mh-798 897 898 0.178 12 1 Ramp 1500 35799 901 900 0.03 11 2 Minor Arterial 3300 40800 692 890 0.237 11 1 Ramp 1500 55801 901 902 0.04 12 1 Ramp 1500 35802 903 904 0.137 12 1 Ramp 1500 35803 900 905 0.04 11 2 Minor Arterial 3300 40804 906 905 0.053 12 1 Ramp 1500 35805 898 908 0.231 12 1 Ramp 1500 35806 909 903 0.231 12 1 Ramp 1500 35807 909 904 0.265 12 2 Freeway 4100 65808 689 688 0.318 12 1 Ramp 1500 35809 913 912 0.162 11 1 Collector
/ Local Road 1700 40810 695 687 0.229 12 1 Ramp 1500 35811 911 914 0.017 11 1 Minor Arterial 1700 40812 914 911 0.017 11 1 Minor Arterial 1700 40813 916 917 0.155 12 1 Ramp 1500 35814 919 918 0.154 12 1 Ramp 1500 35 _815 688 693 0.181 12 1 Ramp 1500 35 _816 686 695 0.142 12 1 Ramp 1500 35817 920 921 0.175 12 1 Ram p 1500 35818 923 922 0.2 12 1 Ramp 1500 35819 925 924 0.185 12 1 Ramp 1500 35820 926 927 0.132 12 1 Ramp 1500 35821 929 928 0.173 12 1 Ramp 1500 35822 933 932 0.301 12 1 Ramp 1500 35 _823 934 935 0.226 12 1 Ramp 1500 35824 938 934 0.283 12 1 Ramp 1500 35825 932 939 0.293 12 1 Ramp 1500 35826 942 941 0.022 11 1 Minor Arterial 1700 45827 943 941 0.031 11 1 Major Arterial 1700 45828 943 942 0.016 11 2 Minor Arterial 3300 40 _829 942 944 0.009 11 2 Minor Arterial 3300 40 _830 940 944 0.024 11 2 Major Arterial 3300 45 _831 944 945 0.024 11 2 Minor Arterial 3300 40*832 940 945 0.037 11 1 Collector
/ Local Road 1700 40833 946 942 0.007 11 2 Minor Arterial 3300 40834 946 947 0.017 11 2 Major Arterial 3300 45835 948 946 0.009 11 2 Major Arterial 3300 45836 944 948 0.006 11 2 Major Arterial 3300 45837 949 948 0.021 11 2 Minor Arterial 3300 40838 950 947 0.026 11 1 Major Arterial 1700 45839 950 946 0.017 11 1 Major Arterial 1700 45840 948 951 0.021 11 2 Major Arterial 3300 45841 949 951 0.034 11 1 Collector
/ Local Road 1700 40842 960 958 0.74 12 1 Ramp 1500 35843 961 965 0.616 12 1 Ramp 1500 35844 959 963 0.028 11 2 Minor Arterial 3300 40845 964 963 0.035 11 1 Minor Arterial 1700 40846 965 966 0.482 11 2 Minor Arterial 3300 40847 966 965 0.482 1 11 2 Minor Arterial 3300 40848 969 970 0.058 11 1 Major Arterial 1700 45849 970 972 0.047 11 1 Major Arterial 1700 45850 974 973 0.03 11 2 Collector/I Local Road 3300 40851 971 974 0.034 11 2 Collector/
Local Road 3300 40852 965 975 0.773 12 1 Ramp 1500 35853 983 980 0.438 11 2 Major Arterial 3300 45854 984 983 0.667 12 1 Ramp 1500 35Page 15 of 91Appendix C -Page 16 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr FS(mh855 987 986 0.491 12 1 Ramp 1500 35856 984 988 0.317 11 2 Principal Arterial 3400 45857 989 988 0.563 12 1 Ramp 1500 35858 990 989 0.172 11 2 Principal Arterial 3400 45859 995 994 0.476 12 1 Ramp 1500 35860 997 996 0.46 12 1 Ram p 1500 35861 999 1000 0.939 12 1 Ramp 1500 35862 1003 1002 0.012 1 11 2 Minor Arterial 3300 40863 1001 1003 0.013 11 1 Collector/
Local Road 1700 40864 998 1003 0.039 11 2 Minor Arterial 3300 40865 1003 1005 0.038 11 1 Minor Arterial 1700 40866 998 1005 0.06 11 2 Minor Arterial 3300 40867 1007 1006 0.009 11 2 Collector
/ Local Road 3300 40868 1008 1009 0.029 11 2 Minor Arterial 3300 40869 1009 1010 0.035 11 2 Minor Arterial 3300 40870 1010 1009 0.035 11 2 Minor Arterial 3300 40871 1008 1010 0.046 11 1 Collector/
Local Road 1700 40872 1009 1011 0.023 11 2 Minor Arterial 3300 40873 1010 1011 0.046 11 1 Collector/
Local Road 1700 40874 1018 1017 0.647 12 1 Ramp 1500 355875 1017 1021 0.106 11 1 Minor Arterial 1700 400876 1021 1017 0.106 11 1 Minor Arterial 1700 40877 708 1022 0.85 12 1 Ramp 1500 350878 1024 1023 0.073 12 1 Ramp 1500 35879 1025 1026 0.596 12 1 Ramp 1500 35880 1027 1023 0.047 12 1 Ramp 1500 35881 1014 1029 2.1 11 2 Principal Arterial 3400 g 45882 1023 1030 0.298 12 1 Ramp 1500 35883 1029 1032 0.553 12 1 Ramp 1500 35884 1033 1034 0.234 12 1 Ramp 1500 35885 1022 1035 0.322 12 1 Ramp 1500 35886 1036 1033 0.283 12 1 Ramp 1500 35887 1036 1034 0.267 12 1 Ramp 1500 35888 1038 1039 0.124 12 1 Ramp 1500 35889 1039 1040 0.116 12 1 Ramp 1500 35890 1041 1035 0.41 12 1 Ramp 1500 35891 1022 1041 0.517 12 1 Ramp 1500 35892 1043 1042 0.344 12 1 Ramp 1500 35893 1046 1045 0.039 12 1 Ramp 1500 35894 704 1046 0.117 12 1 Ramp 1500 35895 1046 1047 0.03 12 1 Ramp 1500 35896 1047 1048 0.022 12 1 Ramp 1500 35897 1045 1048 0.03 12 1 Ramp 1500 35898 1049 1050 0.086 12 1 Ramp 1500 35899 1051 1049 0.028 12 1 Ramp 1500 35900 1052 1051 0.024 12 1 Ramp 1500 35901 1054 1052 0.129 12 1 Ramp 1500 35902 1055 1049 0.025 12 1 Ram p 1500 35903 1052 1055 0.034 12 1 Ramp 1500 35904 1056 1053 0.068 11 2 Collector/I Local Road 3300 40905 1048 1057 0.119 12 1 Ramp 1500 35906 1058 1056 0.033 11 1 Collector/I Local Road 1700 40907 1059 1058 0.021 11 2 Minor Arterial 3300 40908 1059 1053 0.071 11 2 Minor Arterial 3300 40909 1063 1062 0.021 12 1 Ramp 1500 35910 1064 1062 0.029 12 1 Ramp 1500 35911 1066 1065 0.296 12 1 Ramp 1500 35Page 16 of 91Appendix C -Page 17 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh912 1067 1068 0.173 11 2 Minor Arterial 3300 40913 1069 1070 0.179 12 1 Ramp 1500 35914 1071 1065 0.733 11 2 Ramp 3000 40915 1067 1072 0.377 12 1 Ramp 1500 35916 1074 1073 0.369 12 1 Ramp 1500 35917 1076 1075 0.491 11 1 Minor Arterial 1700 40918 1074 1076 0.101 12 1 Ramp 1500 35919 1073 1076 0.428 11 1 Minor Arterial 1700 40920 1075 1077 1.187 11 2 Minor Arterial 3300 40921 1079 1078 0.171 12 1 Ramp 1500 35922 1078 1080 0.025 12 1 Ramp 1500 35923 1081 1082 0.157 12 1 Ramp 1500 35924 1077 1083 0.08 11 2 Minor Arterial 3300 40925 1084 1081 0.026 12 1 Ramp 1500 35926 1078 1084 0.02 12 1 Ramp 1500 35927 1060 1085 0.244 11 2 Ramp 3000 40928 1062 1087 0.149 12 1 Ramp 1500 35929 1088 1059 0.185 11 2 Ramp 3000 40930 1089 1083 0.07 11 1 Minor Arterial 1700 40931 1077 1089 0.08 11 1 Minor Arterial 1700 40932 1090 1081 0.032 12 1 Ramp 1500 35933 1090 1084 0.024 11 2 Minor Arterial 3300 40934 1091 1090 0.035 11 2 Minor Arterial 3300 40935 1084 1091 0.058 11 2 Minor Arterial 3300 40936 1092 716 1.101 12 1 Ramp 1500 35937 1093 1092 0.886 12 1 Ramp 1500 35938 1083 1094 0.533 11 2 Minor Arterial 3300 40939 1095 1096 0.035 11 1 Minor Arterial 1700 40940 1094 1095 0.045 11 1 Minor Arterial 1700 40941 1095 1097 0.037 11 2 Minor Arterial 3300 40942 1094 1097 0.066 11 1 Minor Arterial 1700 40943 1098 1096 0.383 11 2 Minor Arterial 3300 40944 1097 1098 0.32 11 2 Minor Arterial 3300 40945 1100 1101 0.055 12 1 Ramp 1500 35946 1101 1100 0.055 12 1 Ramp 1500 36947 1103 1102 0.048 11 1 Principal Arterial 1700 45948 1102 1104 0.075 11 1 Principal Arterial 1700 45949 1108 1109 0.09 12 1 Ramp 1500 35950 1110 1111 1.223 12 1 Ramp 1500 35951 1113 1112 0.946 12 1 Ramp 1500 35952 1116 1115 0.118 12 1 Ramp 1500 35953 1112 1117 0.798 12 1 Ramp 1500 35954 1118 1110 0.684 12 1 Ramp 1500 35955 1119 1120 0.122 12 1 Ramp 1500 35956 1122 1121 0.135 12 1 Ramp 1500 35957 1124 1119 0.034 12 1 Ramp 1500 35958 1121 1119 0.022 12 1 Ramp 1500 35959 1125 1126 0.058 11 1 Minor Arterial 1700 40960 1126 1125 0.058 11 1 Minor Arterial
___1700 40961 1125 1127 0.03 11 1 Minor Arterial
___1700 40962 1127 1125 0.03 11 1 Minor Arterial 1700 40963 1128 1129 0.158 11 1 Ramp 1500 55964 1130 1131 0.054 12 1 Ramp 1500 35965 1134 11135 0.031 11 1 Collector
/Local Road 1700 40966 1134 1136 0.041 12 1 Ramp 1500 35967 1138 1137 0.055 11 1 Ramp 1500 5598 1138 1139 10.035 11 1 Ramp 1500 55Page 17 of 91Appendix C -Page 18 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# U-ode -No (mjl) Width (ft) Lanes Roda ye Rate (vehlhr)
FS(mh969 1141 1140 0.226 11 1 Ramp 1500 55970 1144 1143 0.124 12 1 Ramp 1500 35971 1145 1134 0.114 12 1 Ramp 1500 35972 1146 1147 10.047 12 1 Ramp 1500 35973 1148 1146 0.047 11 1 Ramp 1500 55974 1149 1150 0.107 12 1 Ram p 1500 35975 1152 1151 0.02 12 1 Ramp 1500 35976 1150 714 0.089 11 1 Ramp 1500 55977 1155 1154 0.129 12 1 Ramp 1500 35978 713 1155 0.127 11 1 Ramp 1500 55979 1156 1151 0.127 12 1 Ramp 1500 35980 1158 1157 0.214 11 1 Ramp 1500 55981 1159 1160 0.135 11 1 Ramp 1500 55982 712 1159 0.081 11 1 Ramp 1500 55983 1161 1162 0.05 11 1 Ramp 1500 55984 1164 1163 0.12 11 1 Ramp 1500 55985 1162 1165 0.053 11 1 Ramp 1500 55986 1166 1161 0.057 11 1 Ramp 1500 55987 1165 1166 0.051 11 1 Ramp 1500 55988 1168 1167 0.345 12 1 Ram p 1500 35989 1171 1173 0.057 12 1 Ramp 1500 35990 1173 1174 0.045 12 1 Ramp 1500 35991 1176 1177 0.083 1 12 1 Ramp 1500 35992 1178 1179 0.024 12 1 Ramp 1500 35993 1179 1181 0.02 12 1 Ramp 1500 35994 703 1182 0.554 12 1 Ramp 1500 35995 1185 1184 0.294 12 1 Ram p 1500 35996 1186 1187 0.039 12 1 Ramp 1500 35-r997 1187 1188 0.034 12 1 Ramp 1500 35998 1190 1184 1.06 12 1 Ramp 1500 35999 1191 1188 0.034 11 1 Minor Arterial 1700 401000 1192 1191 0.027 11 1 Minor Arterial 1700 401001 1193 1194 1.499 12 1 Ramp 1500 351002 1195 1196 0.214 11 1 Ramp 1500 551003 1196 1197 0.235 11 1 Ramp 1500 551004 1184 1198 0.574 12 1 Ramp 1500 351005 1201 1200 0.468 12 1 Ramp 1500 351006 1202 1203 0.106 11 1 Ramp 1500 551007 1204 1202 0.165 11 1 Ramp 1500 551008 1206 1205 1.218 12 1 Ramp 1500 351009 1207 1208 0.493 12 1 Ramp 1500 351010 1209 1207 0.565 12 1 Ramp 1500 351011 1210 1201 0.519 12 1 -Ramp 5031012 1205 1212 0.368 12 1 Ramp 1500 351013 1205 1213 0.607 12 1 Ramp 1500 351014 1214 1215 1.259 11 1 Ramp 1500 551015 1217 1216 0.751 11 1 Ramp 1500 551016 1219 1220 0.75 11 1 Ramp 1500 551017 1222 1221 0.643 11 1 Ramp 1500 551018 1224 1223 0.911 12 1 Ramp 1500 351019 1225 1226 0.499 11 1 Ramp 1500 551020 1228 1229 1.087 11 1 Ramp 1500 551021 1230 1231 0.117 11 2_ Major Arterial 3300 451022 1232 1233 0.302 12 1 Ramp 1500 351023 1231 1232 0.165 12 1 Ramp 1500 351024 1234 1232 0.282 12 1 Ramp 1500 351025 1234 1231 0.212 12 1 Ramp 1500 3Page 18 of 91Appendix C -Page 19 of 104 Appendix CThree Mile Island NGSAppedix Thre Mte IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Ratraeio Flowhr ___(mph)Link# UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph1026 1237 1234 0.183 12 1 Ramp 1500 351027 1240 1237 0.149 11 2 Minor Arterial 3300 401028 1241 1238 0.575 11 1 Ramp 1500 551029 1239 1242 0.531 11 1 Ramp 1500 551030 1246 1247 0.053 12 1 Ramp 1500 351031 1248 1246 0.167 12 1 Ramp 1500 351032 1246 1249 0.032 12 1 Ramp 1500 351033 1249 1250 0.03 12 1 Ramp 1500 351034 1247 1250 0.057 12 1 Ramp 1500 351035 1251 1252 0.21 12 1 Ramp 1500 351036 1250 1253 0.242 12 1 Ramp 1500 351037 1254 1251 0.322 12 1 Ramp 1500 351038 1255 1256 0.131 10 1 Collector/lLocaliRoad 800 151039 1256 1255 0.131 10 1 Collector/
LocaliRoad 800 151040 1261 1262 0.996 12 1 Ramp 1500 51041 1263 1264 0.242 10 2 Collector/ILocal Road 1600 151042 1264 1265 0.896 12 1 Ramp 1500 51043 1268 1269 0.075 11 1 Minor Arterial 1200 401044 1269 1268 0.075 11 1 Minor Arterial 1200 401045 1271 1270 0.155 12 1 Ram p 1500 351046 1273 1272 0.033 12 1 Ramp 1500 351047 1274 1272 0.073 12 1 Ramp 1500 351048 1272 1275 0.17 12 1 Ramp 1500 351049 1279 1278 0.212 11 1 Ramp 1500 551050 1281 1280 0.982 12 1 Ramp 1500 351051 1280 1282 0.09 12 1 Ramp 1500 351052 1283 1284 1.193 12 1 Ramp 1500 351053 1282 1283 0.06 12 1 Ramp 1500 351054 1285 1283 0.084 12 1 Ramp 1500 351055 1282 1285 0.072 11 1 Minor Arterial 1700 401056 1285 1282 0.072 11 1 Minor Arterial 1700 401057 1280 1285 0.106 12 1 Ramp 1500 351058 1285 1286 0.397 11 1 Minor Arterial 1700 401059 1286 1285 0.397 11 1 Minor Arterial 1700 401060 1287 1288 0.024 12 1 Ramp 1500 351061 1289 1290 0.135 12 1 Ramp 1500 351062 1293 1292 0.056 12 1 Ramp 1500 351063 1294 1293 0.023 12 1 Ramp 1500 351064 1294 1295 0.025 12 1 Ramp 1500 351065 1296 1292 0.024 12 1 Ramp 1500 351066 1297 1294 0.123 12 1 Ramp 1500 351067 1299 1298 0.168 12 1 Ramp 1500 351068 1292 1300 0.19 12 1 Ramp 1500 351069 1303 1302 0.143 12 1 Ramp 1500 351070 1302 1304 0.031 12 1 Ramp 1500 351071 1305 1301 0.149 12 1 Ramp 1500 351072 1306 1305 0.014 12 1__ Ramp 1500 351073 1307 1305 0.04 12 1 Ramp 1500 351074 1302 1308 0.025 12 1 Ramp 1500 351075 1311 1310 0.188 12 1 Ramp 1500 351076 1313 1312 0.02 12 1 Ramp 1500 351077 1314 1312 0.032 12 1 Ramp 1500 351078 1315 1316 0.171 12 1 Ramp 1500 351079 1317 1315 0.024 12 1 Ramp 1500 351080 1312 1318 0.152 12 1 Ramp 1500 351081 1319 1315 0.029 12 1 Ramp 1500 351082 1321 ,1320 10.191 12 1 Ramp 1500 35Page 19 of 91Appendix C -Page 20 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)-ink # U-Node D-Nod_ (mi) Width (ft) Lanes Rate (veh/hr)1083 1322 1323 0.242 12 1 Ramp 1500 351084 1320 1324 0.252 12 1 Ramp 1500 351085 1325 1322 0.215 12 1 Ramp 1500 351086 1327 1326 0.136 12 1 Ramp 1500 351087 1328 1329 0.158 12 1 Ramp 1500 351088 1330 1328 0.016 12 1 Ramp 1500 351089 1331 1328 0.027 12 1 Ramp 1500 351090 1332 1330 0.162 12 1 Ramp 1500 351091 1333 1334 0.119 12 1 Ramp 1500 351092 1335 1333 0.029 12 1 Ramp 1500 351093 1336 1333 0.034 12 1 Ramp 1500 351094 1338 1337 0.168 12 1 Ramp 1500 351095 1337 1339 0.02 12 1 Ramp 1500 351096 1340 1339 0.019 12 1 Ramp 1500 351097 1339 1341 0.111 12 1 Ramp 1500 351098 1342 1336 0.228 12 1 Ramp 1500 351099 1344 1345 0.449 11 1 Collector
/ Local Road 1200 401100 1345 1344 0.449 11 1 Collector/Local Road 1200 401101 806 811 0.007 11 1 Collector/
Local Road 1200 401102 811 806 0.007 11 1 Collector
/ Local Road 1200 401103 874 876 0.012 11 1 Minor Arterial 1700 401104 876 874 0.012 11 1 Minor Arterial 1700 401105 1367 1369 0.173 10 1 Collector/Local Road 800 251106 1369 1367 0.173 10 1 Collector/Local Road 800 251107 1379 1378 0.054 10 1 Collector
/ Local Road 800 151108 969 972 0.013 11 1 Collector
/ Local Road 1700 401109 972 969 0.013 11 1 Collector/
Local Road 1700 401110 980 981 0.036 10 2 Collector
/ Local Road 1600 351111 981 980 0.036 10 2 Collector
/ Local Road 1600 351112 1424 1425 0.057 11 1 Collector/Local Road 1700 401113 1425 1424 0.057 11 1 Collector/Local Road 1700 401114 1448 1449 0.309 10 1 Collector
/ Local Road 800 151115 1449 1448 0.309 10 1 Collector/Local Road 800 151116 1467 1469 0.267 12 1 Minor Arterial 1700 351117 1469 1467 0.267 12 1 Minor Arterial 1700 351118 1469 1470 0.481 12 1 Minor Arterial 1100 351119 1470 1469 0.481 12 1 Minor Arterial 1100 351120 1483 1484 0.419 10 1 Collector/Local Road 800 151121 1484 1483 0.419 10 1 Collector/Local Road 800 151122 1309 1487 0.081 10 1 Collector I Local Road 800 151123 1487 1309 0.081 10 1 Collector/Local Road 800 151124 1483 1488 2.594 10 1 Collector
/ Local Road 800 101125 1488 1483 2.594 10 1 Collector/
Local Road 800 101126 1505 1504 0.462 11 1 Ramp 1500 551127 1508 805 0.252 12 2 Freeway 4100 651128 919 917 0.081 12 2 Freeway 4100 651129 923 921 0.114 12 2 Freeway 4100 651130 926 928 0.089 12 2 Freeway 4100 651131 1043 1511 0.744 12 2 Freeway 4100 651132 1079 1082 0.149 12 2 Freeway 4100 651133 1513 1514 0.139 12 2 Freeway 4100 651134 717 1515 0.419 12 2 Freeway 4100 551135 1516 1517 0.164 12 1 Ramp 1500 351136 1069 1087 0.152 12 2 Freeway 4100 651137 1518 1519 0.804 12 1 Ramp 1500 351138 1521 1520 0.481 12 1 Freeway 2050 551139 1522 1518 0.522 12 1 Freeway 2050 55Page 20 of 91Appendix C -Page 21 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (veh/hr)
F mh1140 1122 1120 0.112 12 2 Freeway 4100 651141 1123 1524 0.16 12 2 Freeway 4100 601142 1526 1133 0.08 12 2 Freeway 4100 651143 1133 1168 0.765 12 2 Freeway 4100 651144 1193 1198 0.961 12 2 Freeway 4100 651145 1209 1208 0.73 12 2 Freeway 4100 651146 1210 1200 0.716 12 2 Freeway 4100 651147 1217 1215 0.719 12 2 Freeway 4100 651148 1214 1216 0.695 12 2 Freeway 4100 651149 1225 1233 0.19 12 2 Freeway 4100 651150 1235 1228 0.134 11 2 Ramp 3000 .551151 1233 1236 0.124 11 2 Ramp 3000 551152 1316 1303 1.196 12 2 Freeway 4100 651153 1506 1529 0.451 12 2 Freeway 4100 651154 722 726 0.012 11 1 Minor Arterial 1200 401155 726 722 0.012 11 1 Minor Arterial 1200 401156 722 725 0.025 11 1 Minor Arterial 1200 401157 725 722 0.025 11 1 Minor Arterial 1200 401158 723 725 0.016 11 1 Minor Arterial 1200 401159 725 723 0.016 11 1 Minor Arterial 1200 401160 728 730 0.01 11 1 Minor Arterial 1200 401161 730 728 0.01 11 1 Minor Arterial 1200 401162 728 731 0.038 11 1 Minor Arterial 1200 401163 731 728 0.038 1 11 1 Minor Arterial 1200 401164 731 1530 0.409 11 1 Minor Arterial 1200 401165 1530 731 0.409 11 1 Minor Arterial 1200 401166 735 1346 0.07 12 1 Minor Arterial 1100 351167 1346 735 0.07 12 1 Minor Arterial 1100 351168 735 737 0.021 1 12 1 Minor Arterial 1100 351169 737 735 0.021 12 1 Minor Arterial 1100 351170 737 738 0.01 12 1 Minor Arterial 1100 351171 738 737 0.01 12 1 Minor Arterial 1100 351172 738 740 0.017 12 1 Major Arterial 1100 351173 740 738 0.017 12 1 Major Arterial 1100 351174 740 1347 0.712 12 1 Mal'orArterial 1100 351175 1347 740 0.712 12 1 Major Arterial 1100 351176 779 780 0.031 11 1 Major Arterial 1700 451177 780 779 0.031 11 1 Major Arterial 1700 451178 780 782 0.012 11 1 Major Arterial 1700 451179 782 780 0.012 11 1 Majo rArterial 1700 451180 782 784 0.029 1 11 1 Major Arterial 1700 451181 784 782 0.029 11 1 Major Arterial 1700 451182 784 786 0.025 11 1 Major Arterial 1200 451183 786 784 0.025 11 1 Major Arterial 1200 451184 786 1353 0.14 11 1 Major Arterial 1200 451185 1353 786 0.14 11 1 Major Arterial 1200 451186 827 1355 0.471 11 2 Minor Arterial 3300 401187 1355 827 0.471 11 2 Minor Arterial 3300 401188 795 797 0.068 12 1 Ramp 1500 351189 797 795 0.068 12 1 Ramp 1500 351190 792 797 0.024 12 1 Ramp 1500 351191 797 792 0.024 12 1 Ramp 1500 351192 792 793 0.027 12 1 Ramp 1500 351193 793 792 0.027 12 1 Ramp 1500 351194 802 804 0.009 11 1 Minor Arterial 1700 401195 804 802 0.009 11 1 Minor Arterial 1700 401196 814 824 0.05 12 1 Ramp 1500 35Page 21 of 91Appendix C -Page 22 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr)
FS(mh1197 824 814 0.05 12 1Ramp 1500 351198 821 824 0.016 12 1 Ramp 1500 351199 824 821 0.016 12 1 Ramp 1500 351200 821 822 0.045 12 1 Ramp 1500 351201 822 821 0.045 12 1 Ramp 1500 351202 826 828 0.007 11 1 Major Arterial 1700 451203 828 826 0.007 11 1 Major Arterial 1700 451204 832 830 0.024 11 1 Minor Arterial 1700 401205 852 1360 0.025 11 1 Minor Arterial 1700 401206 1360 852 0.025 11 1 Minor Arterial 1700 401207 874 878 0.03 11 1 Minor Arterial 1700 401208 878 874 0.03 11 1 Minor Arterial 1700 401209 889 894 0.012 12 1 Ram p 1500 351210 894 889 0.012 12 1 Ramp 1500 351211 892 894 0.037 12 1 Ramp 1500 351212 894 892 0.037 12 1 Ramp 1500 351213 892 898 0.085 12 1Ramp 1500 351214 898 892 0.085 12 1 Ramp 1500 351215 900 902 0.028 12 1 Ramp 1500 351216 902 900 0.028 12 1 Ram p 1500 351217 902 906 0.007 12 1 Ramp 1500 351218 906 902 0.007 12 1 Ramp 1500 351219 903 906 0.018 12 1 Ramp 1500 351220 906 903 0.018 12 1 Ramp 1500 351221 913 1536 0.105 11 1 Minor Arterial 1700 401222 1536 913 0.105 11 1 Minor Arterial 1700 401223 912 1536 0.118 11 1 Minor Arterial 1700 401224 1536 912 0.118 11 1 Minor Arterial 1700 401225 915 1536 0.083 11 1 Minor Arterial 1700 401226 1536 915 0.083 11 1 Minor Arterial 1700 401227 916 918 0.093 11 2 Minor Arterial 3300 401228 918 916 0.093 11 2 Minor Arterial 3300 401229 918 925 0.029 11 2 Minor Arterial 3300 401230 925 918 0.029 11 2 Minor Arterial 3300 401231 920 927 0.039 11 2 Minor Arterial 3300 401232 927 920 0.039 11 2 Minor Arterial 3300 401233 922 927 0.029 11 2 Minor Arterial 3300 401234 927 922 0.029 11 2 Minor Arterial 3300 401235 1365 1539 0.382 11 1 Collector/I Local Road 1200 401236 1539 1365 0.382 11 1 Collector
/ Local Road 1200 401237 1366 1539 0.057 11 1 Major Arterial 1200 451238 1539 1366 0.057 11 1 Major Arterial 1200 451239 959 964 0.027 11 1 Minor Arterial 1700 401240 964 959 0.027 11 1 Minor Arterial 1700 401241 959 962 0.007 11 1 Minor Arterial 1700 401242 962 959 0.007 11 1 Minor Arterial 1700 401243 1377 1379 0.043 11 1 Major Arterial 1700 451244 1379 1377 0.043 11 1 Major Arterial 1700 451245 1377 1378 0.048 11 1 Collector!
Local Road 1700 401246 1378 1377 0.048 11 1 Collector!
Local Road 1700 401247 967 968 0.066 11 1 Collector!
Local Road 1700 401248 968 967 0.066 11 1 Collector!
Local Road 1700 401249 1545 1546 1.032 12 1 Principal Arterial 1600 351250 1546 1545 1.032 12 1 Principal Arterial 1600 351251 1381 1545 1.377 11 1 Principal Arterial 1600 501252 1545 1381 1.377 11 1 Principal Arterial 1600 5011253 1546 11547 1.561 12 1 Principal Arterial 1600 35Page 22 of 91Appendix C -Page 23 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLinkU UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr F5(mh1254 1547 1546 1.561 12 1 Principal Arterial 1600 351255 1380 1547 0.267 12 1 Major Arterial 1700 351256 1547 1380 0.267 12 1 Major Arterial 1700 351257 978 1549 1.163 12 2 Major Arterial 2850 351258 1549 978 1.163 12 2 Major Arterial 2850 351259 1383 1385 0.631 12 1 Principal Arterial 1700 351260 1385 1383 0.631 12 1 Principal Arterial 1700 351261 1389 1552 0.088 12 1 Minor Arterial 1100 351262 1552 1389 0.088 12 1 Minor Arterial 1100 351263 986 1000 0.066 11 2 Principal Arterial 3400 451264 1000 986 0.066 11 2 Principal Arterial 3400 451265 986 995 0.345 11 2 Ramp 3000 401266 995 986 0.345 11 2 Ramp 3000 401267 991 992 0.007 '1`1 1 Collector
/ Local Road 1700 401268 992 991 0.007 11 1 Collector
/ Local Road 1700 401269 1393 1561 0.185 11 1 Minor Arterial 1700 401270 1561 1393 0,185 11 1 Minor Arterial 1700 401271 1564 1565 0.03 11 1 Minor Arterial 1200 401272 1565 1564 0.03 11 1 Minor Arterial 1200 401273 1012 1566 0.363 11 1 Minor Arterial 1700 401274 1566 1012 0.363 11 1 Minor Arterial 1700 401275 1395 1571 0.24 12 1 Major Arterial 1100 351276 1571 1395 0.24 12 1 Major Arterial 1100 351277 1573 1575 0.121 11 1 Minor Arterial 1700 401278 1575 1573 0.121 11 1 Minor Arterial 1700 401279 1024 1027 0.068 11 1 Minor Arterial 1700 401280 1027 1024 0.068 11 1 Minor Arterial 1700 401281 1398 1575 0.328 11 1 Collector/
Local Road 1700 401282 1575 1398 0.328 11 1 Collector
/ Local Road 1700 401283 1025 1032 1.676 11 1 Minor Arterial 1200 401284 1032 1025 1.676 11 1 Minor Arterial 1200 401285 1033 1039 0.092 12 1 Ramp 1500 351286 1039 1033 0.092 12 1 Ramp 1500 351287 1038 1577 0.083 11 1 Minor Arterial 1700 401288 1577 1038 0.083 11 1 Minor Arterial 1700 401289 1039 1577 0.09 12 1 Ramp 1500 351290 1577 1039 0.09 12 1 -Ramp 1500 351291 1040 1577 0.073 11 1 Minor Arterial 1700 401292 1577 1040 0.073 11 1 Minor Arterial 1700 401293 715 1574 2.971 11 2 Principal Arterial 3400 451294 1574 715 2.971 11 2 Principal Arterial 3400 451295 1045 1047 0.026 11 1 Minor Arterial 1700 401296 1047 1045 0.026 11 1 Minor Arterial 1700 401297 1051 1055 0.029 11 2 Minor Arterial 3300 401298 1055 1051 0.029 11 2 Minor Arterial 3300 401299 1399 1579 0.463 11 1 Minor Arterial 1700 401300 1579 1399 0.463 11 1 Minor Arterial 1700 401301 1055 1401 0.038 11 2 Minor Arterial 3300 401302 1401 1055 0.038 11 2 Minor Arterial 3300 401303 1581 1582 0.21 11 2 Minor Arterial 3300 401304 1582 1581 0.21 11 2 Minor Arterial 3300 401305 1583 1056 0.045 11 2 Collector/I Local Road 3300 401306 1058 1583 0.047 11 2 Minor Arterial 3300 401307 1064 1582 0.048 11 2 Minor Arterial 3300 401308 1582 1064 0.048 11 2 Minor Arterial 3300 401309 1584 1585 0.03 11 1 Minor Arterial 1700 401310 1585 1584 0.03 11 1 Minor Arterial 1700 40Page 23 of 91Appendix C -Page 24 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)-___ ___ (ml) Width (t Lanes Rate______r 1311 1402 1586 0.335 11 1 Minor Arterial 1700 401312 1586 1402 0.335 11 1 Minor Arterial 1700 401313 1579 1588 0.42 11 1 Minor Arterial 1700 401314 1588 1579 0.42 11 1 Minor Arterial 1700 401315 1063 1064 0.027 11 2 Minor Arterial 3300 401316 1064 1063 0.027 11 2 Minor Arterial 3300 401317 1571 1589 2.484 12 1 Major Arterial 1100 351318 1589 1571 2.484 12 1 Major Arterial 1100 351319 1063 1070 0.015 11 2 Minor Arterial 3300 401320 1070 1063 0.015 11 2 Minor Arterial 3300 401321 1407 1589 0.033 11 1 Major Arterial 1300 551322 1589 1407 0.033 11 1 Major Arterial 1200 451323 1080 1084 0.018 11 2 Minor Arterial 3300 401324 1084 1080 0.018 11 2 Minor Arterial 3300 401325 1025 1591 1.914 11 1 Minor Arterial 1200 401326 1591 1025 1.914 11 1 Minor Arterial 1200 401327 1098 1101 0.119 11 1 Minor Arterial 1700 401328 1101 1098 0.119 11 1 Minor Arterial 1700 401329 1104 1600 0.075 11 1 Principal Arterial 1700 451330 1100 1602 0.389 12 1 Ram p 1500 351331 1602 1100 0.389 12 1 Ramp 1500 351332 1408 1602 0.452 11 2 Minor Arterial 3300 401333 1602 1408 0.452 11 2 Minor Arterial 3300 401334 1601 1603 0.148 11 1 Minor Arterial 1700 401335 1603 1601 0.148 11 1 Minor Arterial 1700 401336 1606 1607 0.385 12 1 Major Arterial 1700 351337 1607 1606 0.385 12 1 Major Arterial 1700 35;1338 1410 1605 0.701 11 1 Minor Arterial 1700 401339 1605 1410 0.701 11 1 Minor Arterial 1700 401340 1415 1609 0.526 11 1 Major Arterial 1700 451341 1609 1415 0.526 11 1 Major Arterial 1700 451342 1413 1608 0.124 12 1 Major Arterial 1700 351343 1608 1413 0.124 11 2 Major Arterial 3300 451344 1412 1413 0.005 12 1 Major Arterial 1700 351345 1413 1412 0.005 12 1 Major Arterial 1700 351346 1596 1610 1.529 11 1 Minor Arterial 1200 401347 1610 1596 1.529 11 1 Minor Arterial 1200 401348 1110 1609 0.563 11 2 Major Arterial 3300 451349 1609 1110 0.563 11 2 Major Arterial 3300 451350 1108 1611 0.045 11 1 Minor Arterial 1700 401351 1611 1108 0.045 11 1 Minor Arterial 1700 401352 1112 1612 0.166 11 2 Major Arterial 3300 451353 1612 1112 0.166 11 2 Major Arterial 3300 451354 1416 1613 2.333 11 1 Minor Arterial 1200 401355 1613 1416 2.333 11 1 Minor Arterial 1200 401356 1611 1614 0.156 11 1 Minor Arterial 1700 401357 1614 1611 0.156 11 1 Minor Arterial 1700 401358 1115 1614 0.045 11 1 Collector/
LocaliRoad
___1700 401359 1614 1115 0.045 11 1 Collector/
Local Road 1700 401360 1616 1617 0.801 12 1 Major Arterial 1700 251361 1617 1616 0.801 12 1 Major Arterial 1700 251362 1124 1614 0.138 11 1 Minor Arterial
___1700 401363 1614 1124 0.138 11 1 Minor Arterial 1700 401364 1121 1124 0.031 11 1 Minor Arterial
___1700 401365 1124 1121 0.031 11 1 Minor Arterial
___1700 41366 1417 1612 0.801 11 1 Major Arterial
___1700 41367 11612 1417 0.801 11 1 Major Arterial 1700 4Page 24 of 91Appendix C -Page 25 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink U-Nde D-ode Width (ift) Lanes Roda ye Rate (vehlhr)
FF(mh1368 1121 1126 0.11 11 1 Minor Arterial 1700 401369 1126 1121 0.11 11 1 Minor Arterial 1700 401370 1126 1620 0.029 11 1 Minor Arterial 1700 401371 1620 1126 0.029 11 1 Minor Arterial 1700 401372 1127 1620 0.028 11 1 Minor Arterial 1700 401373 1620 1127 0&#xfd;028 11 1 Minor Arterial 1700 401374 1125 1620 0.035 11 1 Minor Arterial 1700 401375 1620 1125 0.035 11 1 Minor Arterial 1700 401376 1622 1623 0.091 11 1 Principal Arterial 1700 45 11377 1623 1622 0.091 11 1 Principal Arterial 1700 451378 1125 1130 0.122 11 1 Minor Arterial 1700 401379 1130 1125 0.122 11 1 Minor Arterial 1700 401380 1625 1626 1.789 11 1 Minor Arterial 1200 401381 1626 1625 1.789 11 1 Minor Arterial 1200 401382 1132 1627 0.04 11 1 Minor Arterial 1700 401383 1627 1132 0.04 11 1 Minor Arterial 1700 401384 1629 1627 0.037 12 1 Ramp 1500 351385 1135 1136 0.027 11 1 Minor Arterial 1700 401386 1136 1135 0.027 11 1 Minor Arterial 1700 401387 1137 1158 0.024 11 2 Minor Arterial 3300 451388 1158 1137 0.024 11 2 Minor Arterial 3300 451389 1137 1139 0.042 11 2 Minor Arterial 3300 451390 1139 1137 0.042 11 2 Minor Arterial 3300 451391 1139 1630 0.043 11 2 Minor Arterial 3300 451392 1630 1139 0.043 11 2 Minor Arterial 3300 451393 1140 1631 0.042 11 2 Minor Arterial 3300 451394 1631 1140 0.042 11 2 Minor Arterial 3300 451395 1140 1632 0.034 11 2 Principal Arterial 3400 451396 1632 1140 0.034 11 2 Principal Arterial 3400 451397 1136 1633 0.077 11 1 Minor Arterial 1700 401398 1633 1136 0.077 11 1 Minor Arterial 1700 401399 1146 1150 0.033 11 1 Ramp 1500 551400 1150 1146 0.033 11 1 Ram p 1500 551401 1148 1635 10.019 11 2 Major Arterial 3400 501402 1635 1148 0.019 11 2 Major Arterial 3400 501403 1151 1636 0.18 12 1 Ramp 1500 351404 1428 1610 2.771 11 1 Collector/
Local Road 1200 401405 1610 1428 2.771 11 1 Collector/
Local Road 1200 401406 1152 1156 0.126 11 1 Major Arterial 1700 451407 1156 1152 0.126 11 1 Major Arterial 1700 451408 1156 1638 0.027 11 1 Major Arterial 1700 45 11409 1638 1156 0.027 11 1- Major Arterial 1700 451410 1159 1161 0.035 11 1 -Ramnp 1500 551411 1161 1159 0.035 11 1 Ramp 1500 551412 1163 1165 0.075 11 1 Ramp 1500 551413 1165 1163 0.075 11 1 Ramp 1500 551414 1162 1166 0.078 11 2 Major Arterial 3400 501415 1166 1162 0.078 11 2 Major Arterial 3400 501416 1642 1643 0.732 11 1 Minor Arterial 1200 401417 1643 1642 0.732 11 1 Minor Arterial 1200 401418 1169 1428 0.341 11 1 Collector
/LocaliRoad 1200 401419 1428 1169 0.341 11 1 Collector
/Local Road 1200 401420 1167 1644 0.111 12 1 Minor Arterial 1700 351421 1644 1167 0.111 12 1 Minor Arterial 1700 351422 1435 1502 0.193 11 1 Collector/
Local Road 1200 401423 1502 1435 0.193 11 1 Collector
/ Local Road 1200 401424 1169 1170 10.128 11 1 Collector
/Local Road 1700 4Page 25 of 91Appendix C -Page 26 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____1425 1170 1169 0.128 11 1 Collector/
Local Road 1700 401426 1432 1641 0.551 12 1 Minor Arterial 1700 351427 1641 1432 0.551 12 1 Minor Arterial 1700 351428 1185 1647 0.702 11 1 Minor Arterial 1700 401429 1647 1185 0.702 11 1 Minor Arterial 1700 401430 1649 1650 0.056 11 1 Minor Arterial 1200 451431 1650 1649 0.056 11 1 Minor Arterial 1200 451432 1649 1651 0.051 11 1 Principal Arterial 1600 451433 1651 1649 0.051 11 1 Principal Arterial 1600 451434 1652 1650 0.077 11 1 Ramp 1500 551435 1651 1652 0.068 12 1 Ramp 1500 351436 1649 1653 0.196 11 1 Ramp 1500 551437 1171 1174 0.073 11 2 Major Arterial 3400 501438 1174 1171 0.073 11 2 Major Arterial 3400 501439 1431 1654 0.633 11 1 Minor Arterial 1700 401440 1654 14.31 0.633 11 1 Minor Arterial 1700 401441 1177 1179 0.073 12 1 Ramp 1500 351442 1179 1177 0.073 12 1 Ramp 1500 351443 1174 1176 0.018 11 2 Major Arterial 3400 501444 1176 1174 0.018 11 2 Major Arterial 3400 501445 1654 1655 1.114 11 1 Minor Arterial 1700 401446 1655 1654 1.114 11 1 Minor Arterial 1700 401447 1178 1437 0.021 11 1 Minor Arterial 1700 401448 1437 1178 0.021 11 1 Minor Arterial 1700 401449 1178 1181 0.033 11 1 Minor Arterial 1700 401450 1181 1178 0.033 11 1 Minor Arterial 1700 401451 1173 1187 0.083 12 1 Ramp 1500 351452 1187 1173 0.083 12 1 Ramp 1500 351453 1181 1657 0.066 11 1 Minor Arterial 1700 401454 1657 1181 0.066 11 1 Minor Arterial 1700 401455 1659 1658 0.099 12 1 Ramp 1500 351456 1186 1188 0.047 11 1 Minor Arterial 1700 401457 1188 1186 0.047 11 1 Minor Arterial 1700 401458 1183 1189 0.109 11 1 Collector/
Local Road 1200 401459 1189 1183 0.109 11 1 Collector/
Local Road 1200 401460 1191 1199 0.009 11 1 Minor Arterial 1700 401461 1199 1191 0.009 11 1 Minor Arterial 1700 401462 1660 1661 0.108 11 2 Major Arterial 3400 501463 1661 1660 0.108 11 2 Major Arterial 3400 501464 1637 1665 2.098 11 1 Collector
/ Local Road 1700 401465 1665 1637 2.098 11 1 Collector/
Local Road 1700 401466 1441 1665 0.309 11 1 Minor Arterial 1700 401467 1665 1441 0.309 11 1 Minor Arterial 1700 401468 1446 1665 0.367 11 1 Minor Arterial 1700 401469 1665 1446 0.367 11 1 Minor Arterial 1700 401470 1227 1230 0.087 11 2 Minor Arterial 3300 401471 1230 1227 0.087 11 2 Minor Arterial 3300 401472 1446 1451 1.534 11 1 Minor Arterial 1200 401473 1451 1446 1.534 11 1 Minor Arterial 1200 401474 1447 1670 2.075 12 1 Major Arterial 1100 251475 1670 1447 2,075 12 1 Major Arterial 1100 251476 1680 1681 0.579 11 1 Collector
/Local Road 1700 401477 1681 1680 0.579 11 1 Collector/
Local Road 1700 401478 1247 1249 0.041 11 1 Minor Arterial 1700 401479 1249 1247 0.041 11 1 Minor Arterial 1700 401480 '1251 1255 0.26 11 1 Minor Arterial 1700 401481 1255 1251 0.26 11 1 Minor Arterial 1700 .40Page 26 of 91Appendix C -Page 27 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# -od -Nce Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh1482 1266 1465 0.042 11 1 Major Arterial 1200 451483 1465 1266 0.042 11 1 Major Arterial 1200 451484 1266 1682 1.096 11 1 Major Arterial 1200 451485 1682 1266 1.096 11 1 Major Arterial 1200 451486 1470 1693 0.89 11 1 Major Arterial 1200 451487 1693 1470 0.89 11 1 Major Arterial 1200 451488 1471 1696 0.256 11 1 Major Arterial 1700 451489 1696 1471 0.256 11 1 Major Arterial 1700 451490 1273 1274 0.065 11 2 Major Arterial 3300 451491 1274 1273 0.065 11 2 Major Arterial 3300 451492 1699 1700 0.235 11 1 Minor Arterial 1200 401493 1700 1699 0.235 11 1 Minor Arterial 1200 401494 1472 1474 0.177 1 12 1 Major Arterial 1700 251495 1474 1472 0.177 12 1 Major Arterial 1___700 251496 1474 1476 0.21 11 1 Major Arterial 1700 451497 1476 1474 0.21 11 1 Major Arterial 1700 451498 1699 1701 0.181 11 1 Minor Arterial 1200 401499 1701 1699 0.181 11 1 Minor Arterial 1200 401500 1475 1482 10.431 11 1 Minor Arterial 1200 401501 1482 1475 0.431 11 1 Minor Arterial 1200 401502 1484 1704 1.365 11 1 Collector/
Local Road 1200 401503 1704 1484 1.365 11 1 Collector/
Local Road 1200 401504 1286 1484 1.256 11 1 Major Arterial 1200 451505 1484 1286 1.256 11 1 Ma r Arterial 1200 451506 1287 1707 0.037 11 2 Principal Arterial 3400 451507 1707 1287 0.037 11 2 Principal Arterial 3400 451508 1706 1708 0.395 11 1 Minor Arterial 1200 401509 1708 1706 0.395 11 1 Minor Arterial 1200 401510 1287 1290 0.048 11 2 Principal Arterial 3400 451511 1290 1287 0.048 11 2 Principal Arterial 3400 451512 1290 1709 0.021 11 2 Principal Arterial 3400 451513 1709 1290 0.021 11 2 Principal Arterial 3400 451514 1293 1295 0.03 11 1 Minor Arterial 1700 401515 1 1295 1293 0.03 11 1 Minor Arterial 1700 401516 1295 1296 0.015 11 1 Minor Arterial 1700 401517 1296 1295 0.015 11 1 Minor Arterial 1700 401518 1304 1306 0.018 111Minor Arterial 1700 401519 1306 1304 0.018 111Minor Arterial 1700 401520 1304 1307 0.019 111Minor Arterial 1700 401521 1307 1304 0.019 ii1Minor Arterial 1700 401522 1307 1308 0.009 111Minor Arterial 1200 401523 1308 1307 0.009 111Minor Arterial 1200 401524 1310 1314 0.024 111Major Arterial 1700 451525 1314 1310 0.024 11 1Major Arterial 1700 451526 1310 1313 0.009 11 Major Arterial 1700 451527 1313 1310 0.009 11 Major Arterial 1700 451528 1487 1711 0.124 11 1Minor Arterial 1200 401529 1711 1487 0.124 1 11 1Minor Arterial 1200 401530 1486 1491 1.263 11 1 1 Minor Arterial 1200 401531 1491 1486 1.263 11 1 Minor Arterial 1200 401532 1317 1712 0.012 11 1 Major Arterial 1700 451533 1712 1317 0.012 11 1 Major Arterial 1700 451534 1319 1712 0.014 11 1 Major Arterial 1700 451535 1712 1319 0.014 11 1 Major Arterial 1___700 451536 1489 1491 0.109 11 1 Minor Arterial 1700 401537 1491 1489 0.109 11 1 Minor Arterial 1700 401538 1489 1715 1.805 11 1 Minor Arterial 1200 40Page 27 of 91Appendix C -Page 28 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLin # U-Nde D-Nde (ml) Width (ft) Lanes Roda ye Rate( ehlhr) FFmh1539 1715 1489 1.805 11 1 Minor Arterial 1200 401540 1492 1494 0.302 11 1 Major Arterial 1700 451541 1494 1492 0.302 11 1 Major Arterial 1700 451542 1495 1719 0.978 12 1 Major Arterial 1100 351543 1719 1495 0.978 12 1 Major Arterial 1100 351544 1490 1720 3.069 11 1 Major Arterial 1200 451545 1720 1490 3.069 11 1 Major Arterial 1200 451546 1496 1721 0.092 11 1 Major Arterial 1700 451547 1721 1496 0.092 11 1 Major Arterial 1700 451548 1497 1720 0.278 11 1 Major Arterial 1700 451549 1720 1497 0.278 `11 1 Major Arterial 1700 451550 1715 1722 2.581 11 1 Minor Arterial 1200 401551 1722 1715 2.581 11 1 Minor Arterial 1200 401552 1498 1724 0.142 11 1 Major Arterial 1200 451553 1724 1498 0.142 11 1 Major Arterial 1200 451554 1330 1331 0.025 11 1 Major Arterial 1200 451555 1331 1330 0.025 11 1 Major Arterial 1200 451556 1337 1340 0.016 11 1 Major Arterial 1700 451557 1340 1337 0.016 11 1 Major Arterial 1700 451558 835 832 0.009 11 1 Minor Arterial 1700 401559 1358 835 0.093 11 1 Minor Arterial 1700 401560 1358 1535 0.13 11 1 Minor Arterial 1700 401561 1535 1358 0.13 11 1 Minor Arterial 1700 401562 1261 1733 0.023 11 1 Minor Arterial 1700 401563 1733 1261 0.023 1 11 1 Minor Arterial 1700 401564 1265 1734 0.025 11 1 Minor Arterial 1700 401565 1734 1265 0.025 11 1 Minor Arterial 1700 401566 1563 1566 0.924 11 1 Minor Arterial 1700 401567 1566 1563 0.924 11 1 Minor Arterial 1700 401568 1591 1605 2.864 11 1 Collector
/Local Road 1700 401569 1605 1591 2.864 1 11 1 Collector/
Local Road 1700 401570 1592 1596 1.198 11 1 Collector
/Local Road 1200 401571 1596 1592 1.198 11 1 Collector
/Local Road 1200 401572 1092 1598 0.681 11 2 Minor Arterial 3300 401573 1598 1092 0.681 11 2 Minor Arterial 3300 401574 1089 1408 1.148 11 1 Minor Arterial 1700 401575 1408 1089 1.148 11 1 Minor Arterial 1700 401576 1267 1268 0.081 11 1 Minor Arterial 1200 401577 1268 1267 0.081 11 1 Minor Arterial 1200 401578 1622 1736 0.305 12 1 Ramp 1500 351579 1739 1129 0.222 12 2 Freeway 4100 601580 938 935 0.506 12 2 Freeway 4100 651581 932 934 0.136 11 2 Major Arterial 3300 451582 934 932 0.136 11 2 Major Arterial 3300 451583 1320 1322 0.126 11 1 Major Arterial 1700 451584 1322 1320 0.126 11 1 Major Arterial 1700 451585 1321 1324 0,434 12 2 Freeway 4100 551586 1143 1635 0.096 11 -1 Ramp 1500 551587 1147 1635 0.046 11 2 Principal Arterial 3400 451588 1635 1147 0.046 11 2 Principal Arterial 3400 451589 1148 1162 0.056 11 2 Major Arterial 3400 501590 1162 1148 0.056 11 2 Major Arterial 3400 501591 1741 938 1.099 12 2 Freeway 4100 651592 841 854 0.139 11 2 Principal Arterial 3400 451593 847 856 0.081 12 1 Ramp 1500 351594 855 844 0.135 11 2 Principal Arterial 3400 451595 843 840 0.076 12 1 Ramp 1500 35Page 28 of 91Appendix C -Page 29 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLength Lane Number of Saturation FlowLink # U-Node D-Node (ml) Width (ft) Lanes Roadway Type Rate (vehlhr)
____(mph) 1596 856 1742 0.158 12 1 Ramp 1500 351597 877 1742 0.403 12 1 Ramp 1500 351598 1742 1743 0.086 12 1 Ramp 1500 351599 1182 1644 0.255 12 1 Minor Arterial 1700 351600 1644 1182 0.255 12 11 Minor Arterial 1700 351601 1127 1627 0.205 11 1 Minor Arterial 1700 401602 1627 1127 0.205 11 1 Minor Arterial 1700 401603 1744 1523 0.068 1 12 2 Freeway 4100 65 11604 1683 1699 0.367 11 1 Minor Arterial 1200 401605 1699 1683 0.367 11 1 Minor Arterial 1200 401606 1327 1747 0.271 12 2 Freeway 4100 651607 1326 1330 0.093 11 1 Major Arterial 1200 451608 1330 1326 0.093 11 1 Major Arterial 1200 451609 1313 1317 0.096 11 1 Major Arterial 1700 451610 1317 1313 0.096 11 1 Major Arterial 1700 451611 1311 1318 0.347 12 2 Freeway 4100 651612 1298 1709 0.088 11 2 Principal Arterial 3400 4511613 1709 1298 0.088 11 2 Principal Arterial 3400 451614 1289 1748 0.178 12 2 Freeway 1061615 1177 1171 0.066 12 1 Ramp 1500 351616 1750 1751 0.332 11 1 Minor Arterial 1700 401617 1751 1750 0.332 11 1 Minor Arterial 1700 401618 1691 1756 0.043 11 1 Major Arterial 1200 451619 1756 1691 0.043 11 1 Major Arterial 1200 451620 1759 1741 0.522 11 1 Ramp 1500 551621 1759 1529 0.534 11 1 Ramp 1500 551622 1623 1760 0.42 12 1 Ramp 1500 351623 1760 1623 0.42 12 1 Ramp 1500 351624 1762 1763 0.173 12 1 Ramp 1500 351625 1763 1760 0.06 12 1 Ramp 1500 351626 1761 1763 0.391 12 1 Ramp 1500 351627 1760 1764 0.341 12 1 Ramp 1500 351628 1335 1336 0.017 11 1 Major Arterial 1700 451629 1336 1335 0.017 11 1 1 Major Arterial 1700 451630 1335 1729 0.026 11 1 Major Arterial 1700 451631 1729 1335 0.026 11 1 Major Arterial 1700 451632 1758 1766 0.333 11 1 Major Arterial 1200 451633 1766 1758 0.333 11 1 Major Arterial 1200 451634 1769 729 0.241 12 1 Ramp 1500 351635 700 721 0.273 12 1 Ramp 1500 351636 1752 1770 0.097 12 1 Major Arterial 1100 351637 1770 1752 0.097 12 1 Major Arterial 1100 351638 1405 1580 0.3 11 1 Minor Arterial 1700 401639 1580 1405 0.3 11 1 Minor Arterial 1700 401640 1065 1074 0.329 12 1 Ramp 1500 351641 1071 1512 1.469 12 2 Freeway 4100 651642 1772 1520 1.445 11 1 Ramp 1500 551643 1773 1095 0.217 11 2 Minor Arterial 3300 401644 1773 1774 0.886 12 1 Ramp 1500 351645 1522 1513 1.343 11 1 Ramp 1500 551646 1072 1514 0.597 12 1 Ramp 1500 351647 1517 1068 0.651 12 1 Ramp 1500 351648 1775 1521 0.535 12 1 Freeway 2050 551649 1516 1521 0,738 12 1 1 Ramp 1500 351650 705 1774 0.314 12 1 Ramp 1500 351651 1774 1519 0.727 12 1 Ramp 1500 351652 1520 11113 1.178 12 2 Freeway 4100 65Page 29 of 91Appendix C -Page 30 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)Link# UNod D-ode (ml) Width (ft) Lanes Rate________
_________
_____1653 1111 1522 1.016 12 2 Freeway 4100 651654 1519 1093 0.912 12 2 Freeway 4100 551655 717 1584 0.854 12 1 Ramp 1500 351656 1585 1515 0.678 12 1 Ramp 1500 351657 1110 1112 0.378 11 2 Major Arterial 3300 451658 1112 1110 0.378 11 2 Major Arterial 3300 451659 1118 1111 1.871 12 2 Freeway 4100 651660 1113 1117 1.725 12 2 Freeway 4100 651661 1068 1036 0.799 12 2 Freeway 4100 551662 1034 707 0.969 12 1 Ramp 1500 351663 917 896 0.441 12 2 Freeway 4100 651664 763 1776 0.347 11 1 Minor Arterial 1700 401665 1776 763 0.347 11 1 Minor Arterial 1700 401666 1406 1580 1.63 11 1 Minor Arterial 1700 401667 1580 1406 _1.63 11 1 Minor Arterial 1700 401668 774 1776 0.059 11 1 Minor Arterial 1700 401669 1776 775 0.064 11 1 Minor Arterial 1700 401670 958 930 2.884 12 2 Freeway 4100 651671 1354 1355 0.083 11 1 Minor Arterial 1200 401672 1355 1354 0.083 11 1 Minor Arterial 1200 401673 1707 1288 0.044 12 1 Ramp 1500 351674 1696 1778 0.804 11 2 Major Arterial 3300 451675 1778 1696 0.804 11 2 Major Arterial 3300 451676 1298 1779 0.016 11 2 Principal Arterial 3400 451677 1779 1298 0.016 11 2 Principal Arterial 3400 451678 1298 1780 0.022 12 1 Ramp 1500 351679 1780 1291 0.147 12 1 Ram p 1500 351680 1779 1780 0.031 12 1 Ramp 1500 351681 1296 1306 0.086 11 1 Minor Arterial 1700 401682 1306 1296 0.086 11 1 -Minor Arterial 1700 401683 1781 1535 0.267 10 1 Collector
/Local Road 800 151684 1568 1574 3.412 11 2 Principal Arterial 3400 451685 1574 1568 3.412 11 2 Principal Arterial 3400 451686 1000 1388 0.464 11 1 Principal Arterial 1700 451687 1388 1000 0.464 11 1 Principal Arterial 1700 451688 1692 1783 0.025 11 1 Principal Arterial 1700 451689 1783 1692 0.025 11 1 Principal Arterial 1700 451690 1102 1784 0.004 11 1 Minor Arterial 1700 401691 1784 1102 0.004 11 1 Minor Arterial 1700 401692 1785 1103 0.042 11 1 Minor Arterial 1700 401693 1526 1629 0.13 12 1 Ram p 1500 351694 1629 1132 0.035 12 1 Ramp 1500 351695 1168 1786 0.839 12 2 Freeway 4100 551696 1270 1274 0.091 11 2 Major Arterial 3300 451697 1274 1270 0.091 11 2 Major Arterial 3300 451698 1381 1787 0.931 11 1 Minor Arterial 1200 401699 1787 1381 0.931 11 1 Minor Arterial 1200 401700 1394 1788 0.793 10 1 Collector/
Local Road 800 151701 1788 1394 0.793 10 1 Collector
/ Local Road 800 151702 766 1771 0.051 11 1 Major Arterial 1200 451703 1634 1789 0.018 11 2 Principal Arterial 3400 451704 1789 1634 0.018 11 2 Principal Arterial 3400 451705 1632 1789 0.068 11 2 Principal Arterial 3400 451706 1789 1632 0.068 11 2 Principal Arterial 3400 451707 1789 1790 0.013 12 1 Ramp 1500 351708 1634 1790 0.024 12 1 Ramp 1500 351709 1651 1658 0.144 11 1 Principal Arterial 1600 1 45Page 30 of 91Appendix C -Page 31 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh1710 1658 1651 0.144 11 1 Principal Arterial 1600 451711 1705 1792 0.153 11 1 Major Arterial 1700 451712 1792 1705 0.153 11 1 Major Arterial 1700 451713 838 842 0.447 12 1 Ramp 1500 351714 838 841 0.239 11 2 Principal Arterial 3400 451715 844 839 0.22 11 2 Principal Arterial 3400 451716 1793 1794 0.164 11 2 Major Arterial 3300 451717 1794 1793 0.164 11 2 Major Arterial 3300 451718 1535 1795 0.338 10 1 Collector
/Local Road 800 151719 1795 1781 0.073 10 1 Collector/
Local Road 800 151720 1796 837 0.034 11 1 Collector
/ Local Road 1700 401721 1797 837 0.024 11 2 Major Arterial 3300 451722 832 1797 0.006 11 2 Major Arterial 3300 451723 1796 1797 0.02 11 1 Minor Arterial 1700 401724 1798 835 0.008 11 2 Major Arterial 3300 451725 1797 1798 0.009 111Minor Arterial 1700 401726 1798 1358 0.089 ii1Minor Arterial 1700 401727 1730 1799 0.043 111Minor Arterial 1700 401728 1799 1800 0.02 ii1Minor Arterial 1700 401729 1800 1799 0.02 111Minor Arterial 1700 401730 1730 1800 0.039 1 11 1 Major Arterial 1700 451731 1800 1730 0.039 11 1 Major Arterial 1700 451732 1739 1738 0.16 11 1 Ramp 1500 551733 1644 1786 0.5 12 1 Ramp 1500 351734 859 851 0.112 11 2 Minor Arterial 3300 40 _1735 853 1801 0.144 11 2 Minor Arterial 3300 401736 857 1801 0.025 11 1 Collector
/ Local Road 1700 40 _1737 1802 857 0.144 11 1 Collector/
Local Road 1700 401738 1802 853 0.022 11 2 Minor Arterial 3300 401739 852 1802 0.069 11 2 Minor Arterial 3300 40 _1740 1803 1804 0.035 11 2 Principal Arterial 3400 451741 1804 1803 0.035 11 2 Principal Arterial 3400 451742 1805 1806 0.296 12 1 Ramp 1500 351743 1806 1804 0.04 12 1 Ram p 1500 351744 1807 1808 0.239 12 1 Ramp 1500 351745 1804 1807 0.037 12 1 Ramp 1500 351746 1803 1807 0.06 12 1 Ramp 1500 351747 1806 1803 0.052 12 1 Ramp 1500 351748 1810 1809 0.256 12 1 Ramp 1500 351749 1554 1810 0.052 12 1 Ramp 1500 351750 1812 1811 0.232 12 1 Ram p 1500 351751 1811 1554 0.048 12 1 Ramp 1500 351752 1804 1813 0.167 11 2 Principal Arterial 3400 451753 1813 1804 0.167 11 2 Principal Arterial 3400 451754 1554 1813 0.022 1 11 2 Major Arterial 3300 451755 1813 1554 0.022 11 2 Major Arterial 3300 451756 1811 1813 0.048 12 1 Ramp 1500 351757 1813 1810 0.04 12 1 Ramp 1500 351758 1814 1759 0.662 12 2 Freeway 4100 601759 1815 1814 0.267 12 2 Freeway 4100 601760 1504 1816 0.646 12 2 Freeway 4100 601761 1819 1815 0.199 12 2 Freeway 4100 601762 1816 1817 0.26 12 1 Ramp 1500 51763 1817 1818 0.242 12 1 Ramp 1500 51764 1762 1764 0.414 12 2 Freeway 4100 601765 1784 1104 0.076 11 1 Minor Arterial 1700 401766 1336 1337 10.126 11 1 Major Arterial 1700 45Page 31 of 91Appendix C -Page 32 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink U-Nde D-ode Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh1767 1337 1336 0.126 11 1 Major Arterial 1700 451768 1383 1550 0.204 12 1 Minor Arterial 1700 351769 1550 1383 0.204 12 1 Minor Arterial 1700 351770 1550 1553 1.702 12 1 Minor Arterial 1100 351771 1553 1550 1.702 12 1 Minor Arterial 11100 351772 1325 1323 0.436 12 2 Freeway 4100 551773 1721 1821 0.176 11 1 Minor Arterial 1200 401774 1821 1721 0.176 11 1 Minor Arterial 1200 401775 1657 1660 0.17 12 1 Ramp 1500 351776 1249 1251 0.13 11 1 Minor Arterial 1700 401777 1251 1249 0.13 11 1 Minor Arterial 1700 401778 1495 1752 0.45 12 1 Major Arterial 1700 351779 1752 1495 0.45 12 1 Major Arterial 1700 351780 1248 1253 0.443 12 2 Freeway 4100 601781 718 1661 0.064 1 1 2 Major Arterial 3400 501782 1661 718 0.064 11 2 Major Arterial 3400 501783 1196 1202 0.243 11 1 Ramp 1500 551784 1202 1196 0.243 11 1 Ramp 1500 551785 1176 1660 0.102 11 2 Major Arteriall 3400 501786 1660 1176 0.102 11 2 Major Arterial 3400 501787 1186 1657 0.056 11 1 Minor Arterial 1700 401788 1657 1186 0.056 11 1 Minor Arterial 1700 401789 1143 1155 0.026 11 1 Ramp 1500 551790 1155 1143 0.026 11 1 1 Ramp 1500 551791 1163 711 0.094 11 1 Ramp 1500 551792 1152 1633 0.08 11 1 Major Arterial 1700 451793 1633 1152 0.08 11 1 Major Arterial 1700 451794 1085 1825 0.455 12 1 Ramp 1500 351795 1826 1088 0.254 12 1 Ramp 1500 351796 1070 1080 0.079 11 2 Minor Arterial 3300 401797 1080 1070 0.079 11 2 Minor Arterial 3300 401798 1149 714 0.139 12 2 Freeway 4100 601799 1164 711 0.154 12 2 Freeway 4100 601800 1827 1745 0.255 11 2 Principal Arterial 3400 451801 1265 1828 1.111 12 1 Ramp 1500 351802 1829 1262 0.818 10 2 Collector/
Local Road 1600 151803 1829 1261 1.246 12 1 Ramp 1500 351804 1733 1734 0.471 11 2 Major Arterial 3300 451805 1734 1733 0.471 11 2 Major Arterial 3300 451806 1523 1611 0.248 12 1 Ramp 1500 351807 1830 1114 0.262 11 2 Principal Arterial 3400 451808 1630 1831 0.07 11 1 Ramp 1500 551809 1831 1832 0.066 11 1 Ramp 1500 551810 1832 1831 0.066 11 1 Ramp 1500 551811 1833 1832 0.225 11 1 Ramp 1500 551812 1831 1138 0.014 11 1 Ramp 1500 551813 1790 1525 0.269 12 1 Ramp 1500 351814 1631 1834 0.055 11 1 Ramp 1500 551815 1528 1835 0.165 12 1 Ramp 1500 351816 1834 1632 0.056 12 1 Ramp 1500 351817 1834 1835 0.073 11 1 Ramp 1500 551818 1835 1834 0.073 11 1 Ramp 1500 551819 1836 1757 0.161 12 1 Ramp 1500 351820 1837 1709 0.076 12 1 Ramp 1500 351821 1836 1837 0.062 12 1 Ramp 1500 351822 1837 1836 0.062 12 1 Ramp 1500 351823 1288 1837 0.022 12 1 Ramp 1500 35Page 32 of 91Appendix C -Page 33 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____1824 1748 1836 0.094 12 1 Ramp 1500 351825 1326 1838 0.016 11 1 Major Arterial 1200 451826 1838 1326 0.016 11 1 Major Arterial 1200 451827 1326 1839 0.014 12 1 Ramp 1500 351828 1839 1747 0.131 12 1 Ramp 1500 351829 1838 1839 0.022 12 1 Ramp 1500 351830 1840 1712 0.196 12 1 Ramp 1500 351831 1843 1842 0.203 12 2 Freeway 4100 551832 1842 1754 0.109 12 2 Freeway 4100 601833 723 730 0.127 11 1 Minor Arterial 1200 401834 730 723 0.127 11 1 Minor Arterial 1200 401835 1769 699 0.486 12 2 Freeway 4100 651836 990 995 0.138 11 2 Ram p 3000 401837 995 990 0.138 11 2 Ramp 3000 401838 1451 1682 3.757 11 1 Minor Arterial 1200 401839 1682 1451 3.757 11 1 Minor Arterial 1200 401840 751 749 0.196 11 2 Major Arterial 3300 451841 761 747 0.605 12 2 Freeway 4100 651842 750 753 0.197 11 2 Major Arterial 3300 451843 1845 800 0.224 11 2 Major Arterial 3300 451844 795 1508 0.25 12 1 Ramp 1500 351845 816 815 0.382 1 12 2 Freeway 4100 651846 893 901 0.125 11 2 Minor Arterial 3300 401847 1801 865 0.149 11 2 Minor Arterial 3300 401848 1847 1222 0.123 12 2 Freeway 4100 651849 1226 1847 0.087 12 2 Freeway 4100 601850 920 925 0.031 11 2 Minor Arterial 3300 401851 925 920 0.031 11 2 Minor Arterial 3300 401852 921 926 0.09 12 2 Freeway 4100 651853 924 919 0.11 12 2 Freeway 4100 651854 1828 1849 4.226 11 2 Minor Arterial 3300 401855 1664 1672 1.795 11 1 Minor Arterial 1200 401856 1672 1664 1.795 11 1 Minor Arterial 1200 401857 1484 1710 1.972 11 2 Major Arterial 3300 451858 1710 1484 1.972 11 2 Major Arterial 3300 451859 1509 897 0.628 12 3 Freeway 6150 551860 904 1510 0.583 12 2 Freeway 4100 651861 897 1850 0.265 12 3 Freeway 6150 551862 1850 908 0.042 12 2 Freeway 4100 651863 908 694 0.911 12 2 Freeway 4100 651864 802 807 0.098 11 2 Major Arterial 3300 451865 1021 1025 0.096 11 1 Minor Arterial 1200 401866 1025 1021 0.096 11 1 Minor Arterial 1200 401867 764 768 0.042 11 1 Major Arterial 1700 451868 767 1507 0.147 12 1 Ramp 1500 351869 1269 1282 0.716 11 1 Minor Arterial 1700 401870 1282 1269 0.716 11 1 Minor Arterial 1700 401871 1647 1663 1.47 11 1 Major Arterial 1700 451872 1663 1647 1.47 11 1 Major Arterial 1700 451873 1194 1212 0.728 11 1 Minor Arterial 1700 401874 1213 1663 0.444 1 11 1 Collector
/Local Road 1700 401875 1663 1213 0.444 11 1 Collector
/Local Road 1700 401876 1849 1853 1.329 12 1 Ramp 1500 351877 1170 1183 0.455 11 1 Collector/
Local Road 1200 401878 1183 1170 0.455 11 1 Collector/
Local Road 1200 401879 1855 1856 0.672 11 1 Major Arterial 1300 5511880 1856 1855 0.672 11 1 Major Arterial 1300 55Page 33 of 91Appendix C -Page 34 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLength Lane Number of Roadway Type Saturation FlowLink # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr)
FFS (mph)1881 1860 1861 0.139 11 1 Principal Arterial 1700 451882 1861 1860 0.139 11 1 Principal Arterial 1700 451883 1867 1868 0.277 11 1 Major Arterial 1200 401884 1868 1867 0.277 11 1 Major Arterial 1200 401885 1869 1870 0.067 12 1 Major Arterial 1700 351886 1870 1869 0.067 12 1 Major Arterial 1700 351887 281 1881 0.092 11 1 Minor Arterial 1700 401888 1881 281 0.092 11 1 Minor Arterial 1700 401889 1884 1885 0.062 11 1 Major Arterial 1700 451890 1885 1884 0.062 11 1 Major Arterial 1700 451891 1886 1887 0.405 11 1 Major Arterial 1200 451892 1887 1886 0.405 11 1 Major Arterial 1200 451893 1888 1889 0.088 12 1 Major Arterial 1100 351894 1889 1888 0.088 12 1 Major Arterial 1100 351895 158 1896 0.191 11 2 Principal Arterial 3400 451896 1896 158 0.191 11 2 Principal Arterial 3400 451897 1898 1899 0.046 11 1 Minor Arterial 1200 401898 1899 1898 0.046 11 1 Minor Arterial 1200 401899 1900 1901 0.025 11 1 Major Arterial 1700 451900 1902 1900 0.025 11 1 Major Arterial 1700 451901 1907 669 0.279 12 1 Ramp 1500 351902 1910 1908 0.035 11 1 Minor Arterial 1700 401903 1912 1913 0.429 10 1 Collector/Local Road 800 151904 1913 1912 0.429 10 1 Collector/Local Road 800 151905 1887 1922 0.325 10 1 Collector/
Local Road 800 151906 1922 1887 0.325 10 1 Collector
/ Local Road 800 151907 1925 1926 0.391 11 1 Major Arterial 1700 451908 1926 1925 0.391 11 1 Major Arterial 1700 451909 149 1933 0.085 12 1 Principal Arterial 1600 351910 1933 149 0.085 12 1 Principal Arterial 1600 351911 1937 636 0.22 11 1 Minor Arterial 1200 401912 1907 1938 0.098 11 1 Major Arterial 1200 451913 1938 1907 0.098 11 1 Major Arterial 1200 451914 1914 1915 0,331 12 1 Major Arterial 1700 251915 1915 1914 0.331 12 1 Major Arterial 1700 251916 107 1941 0.128 11 2 Major Arterial 3300 451917 1954 1955 0.176 12 1 Principal Arterial 1700 251918 325 328 0.089 11 1 Major Arterial 1700 451919 328 325 0.089 11 1 Major Arterial 1700 451920 312 1967 0.039 12 1 Ramp 1500 351921 305 1968 0.03 12 1 Ramp 1500 351922 1969 1968 0.011 11 1 Principal Arterial 1700 451923 1968 306 0.051 11 1 Principal Arterial 1700 451924 1968 1970 0.009 11 1 Major Arterial 1700 501925 1970 1968 0.009 11 1 Major Arterial 1700 501926 1971 1967 0.006 11 1 Principal Arterial 1700 451927 1972 1973 0.006 11 1 Principal Arterial 1700 451928 1967 1972 0.012 11 1 Major Arterial 1700 501929 1973 1971 0.012 11 1 Major Arterial 1700 501930 1974 1971 0.008 11 1 Principal Arterial 1700 451931 1975 308 0.108 12 1 Ramp 1500 351932 1971 1975 0.009 12 1 Ramp 1500 351933 1974 1975 0.012 12 1 Ramp 1500 351934 313 1861 0.085 11 1 Principal Arterial 1700 451935 1967 313 0.065 11 1 Principal Arterial 1700 451936 1973 1969 0.08 11 1 Principal Arterial 1700 451937 1976 280 0.107 12 1 Ramp 1500 35Page 34 of 91Appendix C -Page 35 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink U-Nde D-ode Width (ft) Lanes Roda ye Rate (vehlhr)
F(mh1938 1977 311 0.121 12 1 Ramp 1500 351939 1968 1977 0.007 12 1 Ramp 1500 351940 1969 1977 0.012 12 1 Ramp 1500 351941 601 1980 0.109 11 1 Major Arterial 1700 451942 1980 601 0.109 11 1 Major Arterial 1700 451943 1991 1992 0.024 11 1 Major Arterial 1700 451944 1992 1991 0.024 11 1 Major Arterial 1700 451945 437 1995 0.112 12 2 Major Arterial 2850 351946 1995 437 0.112 12 2 Major Arterial 2850 351947 1998 1999 0.029 11 1 Collector/
Local Road 1700 401948 1999 1998 0.029 11 1 Collector/I Local Road 1700 401949 2001 2002 0.014 11 1 Minor Arterial 1700 401950 2002 2001 0.014 11 1 Minor Arterial 1700 401951 2014 2013 0.112 11 1 Principal Arterial 1700 451952 2017 2014 0.109 11 1 Principal Arterial 1700 451953 2024 2025 0.055 11 1 Major Arterial 1700 451954 2025 2024 0.055 11 1 Major Arterial 1700 451955 2026 2028 0.006 11 1 Collector/I Local Road 1700 401956 2028 2026 0.006 11 1 Collector I Local Road 1700 401957 2030 2032 0.03 11 1 Major Arterial 1700 45 _1958 2032 2030 0.03 11 1 Major Arterial 1700 451959 2033 2030 0.017 11 1 Collector/I Local Road 1700 401960 2003 2034 0.148 11 1 Principal Arterial 1700 451961 2033 2032 0.03 11 1 Principal Arterial 1700 451962 2036 2037 0.299 11 1 Collector
/ Local Road 1700 401963 2037 2036 0.299 11 1 Collector
/ Local Road 1700 401964 2044 2046 1.394 12 1 Major Arterial 1700 351965 2046 2044 1.394 12 1 Major Arterial 1700 351966 2051 2052 0.592 10 1 Collector
/ Local Road 800 151967 2052 2051 0.592 10 1 Collector/
Local Road 800 151968 2052 2053 1.185 11 1 Major Arterial 1700 401969 2053 2052 1.185 11 1 Major Arterial 1700 401970 2061 2062 0.54 11 1 Collector/I Local Road 1200 401971 2062 2061 0.54 11 1 Collector
/ Local Road 1200 401972 2059 2060 0.573 11 1 Collector/I Local Road 1700 401973 2060 2059 0.573 11 1 Collector
/ Local Road 1700 401974 2070 2072 0.108 11 1 Major Arterial 1700 451975 2072 2070 0.108 11 1 Major Arterial 1700 451976 2075 2076 2.118 10 1 Collector/I Local Road 800 151977 2076 2075 2.118 10 1 Collector/
Local Road 800 151978 2081 2082 0.166 11 1 Major Arterial 1200 401979 2082 2081 0.166 11 1 Major Arterial 1200 401980 2082 2085 3.354 11 1. Major Arterial 1200 401981 2085 2082 3.354 11 1 Major Arterial 1200 401982 2086 2087 0.512 11 1 Minor Arterial 1700 401983 2087 2086 0.512 11 1 Minor Arterial 1700 401984 185 2092 0.161 11 1 Major Arterial 1700 451985 2092 185 0.161 11 1 Major Arterial 1700 451986 2112 2113 0.265 11 1 Collector
/Local Road 1700 401987 2113 2112 0.265 11 1 Collector/
Local Road 1700 401988 604 2112 0.857 11 1 Major Arterial 1700 451989 2112 604 0.857 11 1 Major Arterial 1700 451990 2115 2116 0.34 11 1 Major Arterial 1200 401991 2116 2115 0.34 11 1 Major Arterial 1200 401992 2118 2121 0.155 10 1 Collector
/Local Road 800 351993 2121 2118 0.155 10 1 Collector
/Local Road 800 351994 2127 2129 _ 0.155 11 1 Major Arterial 1700 45Page 35 of 91Appendix C -Page 36 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation FlowFS(mh Link# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
F mh1995 2129 2127 0.155 11 1 Major Arterial 1700 451996 2130 2131 0.414 11 1 Major Arterial 1200 451997 2131 2130 0.414 11 1 Major Arterial 1200 451998 2124 2132 0.272 10 1 Collector
/ Local Road 1700 351999 2132 2124 0.272 10 1 Collector
/ Local Road 1700 352000 229 2132 0.272 11 1 Collector
/ Local Road 1700 402001 2132 229 0.272 11 1 Collector
/ Local Road 1700 402002 223 2114 0.35 11 1 Collector/I Local Road 1200 402003 2114 223 0.35 11 1 Collector/I Local Road 1200 402004 240 2133 0.172 11 1 Minor Arterial 1700 402005 2133 240 0.172 11 1 Minor Arterial 1700 402006 2145 2146 0.896 10 1 Collector/
Local Road 800 152007 2146 2145 0.896 10 1 Collector
/Local Road 800 152008 2152 2153 0.125 11 1 Collector
/Local Road 1200 402009 2153 2152 0.125 11 1 Collector
/Local Road 1200 402010 2154 2156 0.272 11 1 Collector/I Local Road 1200 402011 2156 2154 0.272 11 1 Collector/
Local Road 1200 402012 2154 2157 0.288 11 1 Collector/
Local Road 1200 402013 2157 2154 0.288 11 1 Collector
/ Local Road 1200 402014 2166 2168 0.172 12 1 Principal Arterial 1700 252015 2168 2166 0.172 12 1 Principal Arterial 1700 252016 2170 2171 0.15 12 1 Principal Arterial 1600 352017 2171 2170 0.15 12 1 Principal Arterial 1600 352018 2173 2174 3.126 11 1 Major Arterial 1200 452019 2174 2173 3.126 11 1 Major Arterial 1200 452020 2174 2181 0.238 11 1 Major Arterial 1700 402021 2181 2174 0.238 11 1 Major Arterial 1700 402022 2174 2179 0.453 11 1 Major Arterial 1200 402023 2179 2174 0.453 11 1 Major Arterial 1200 402024 2140 2162 0.45 10 1 Collector
/ Local Road 800 152025 2162 2140 0.45 10 1 Collector
/Local Road 800 152026 2194 2195 0.153 11 1 Collector
/Local Road 1200 402027 2195 2194 0.153 11 1 Collector
/Local Road 1200 402028 2203 2204 0.253 12 1 Pricipal Arterial 1700 352029 2204 2203 0.253 12 1 Principal Arterial 1700 352030 2212 2213 0.078 11 1 Major Arterial 1700 452031 2213 2212 0.078 11 1 Major Arterial 1700 452032 2219 2220 0.162 11 1 Collector/
Local Road 1700 452033 2220 2219 0.162 11 1 Collector
/ Local Road 1700 452034 2220 2222 0.113 11 1 Collector
/ Local Road 1200 452035 2222 2220 0.113 11 1 Collector
/ Local Road 1200 452036 2221 505 0.104 11 2 Major Arterial 3300 452037 2224 2225 0.248 12 1 Major Arterial 1100 352038 2225 2224 0.248 12 1 Major Arterial 1100 352039 2123 2226 0.323 11 1 Major Arterial 1200 402040 2226 2123 0.323 11 1 Major Arterial 1200 402041 2233 2234 0.088 11 1 Collector
/ Local Road 1700 402042 2234 2233 0.088 11 1 Collector
/ Local Road 1700 402043 2240 2241 0.013 11 1 Collector
/ Local Road 1700 402044 2241 2240 0.013 11 1 Collector/
Local Road 1700 402045 2242 2243 0.012 11 1 Collector
/ Local Road 1700 402046 2243 2242 0.012 11 1 Collector
/ Local Road 1700 402047 2104 2228 0.127 11 1 Major Arterial 1200 452048 2228 2104 0.127 11 1 Major Arterial 1200 452049 656 370 5.76 12 2 Freeway 4100 652050 2069 2071 0.615 11 1 Major Arterial 1200 452051 2071 2069 0.615 11 1 Major Arterial 1200 45Page 36 of 91Appendix C -Page 37 of 104 Appendix CThree Mile Island INGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____2052 2083 2084 1.309 11 1 Major Arterial 1700 452053 2084 2083 1.309 11 1 Major Arterial 1700 452054 2081 2084 0.163 11 1 Major Arterial 1700 402055 2084 2081 0.163 11 1 Major Arterial 1700 402056 1998 2253 0.013 11 1 Collector!
Local Road 1700 402057 2253 1998 0.013 11 1 Collector/I Local Road 1700 402058 679 1986 0.146 11 2 Principal Arterial 3400 452059 1986 678 0.149 11 2 Principal Arterial 3400 452060 2069 2256 0.03 11 1 Major Arterial 1700 452061 2256 2069 0.03 11 1 Major Arterial 1700 452062 2072 2256 0.047 11 1 Major Arterial 1200 452063 2256 2072 0.047 11 1 -Major Arterial 1200 452064 2032 2031 0.04 11 1 Principal Arterial 1700 452065 2259 2260 0.044 11 2 Principal Arterial 3400 452066 2260 2259 0.044 11 2 Principal Arterial 3400 452067 2260 2261 0.061 11 1 Minor Arterial 1200 402068 622 2262 0.016 11 1 Minor Arterial 1 1200 402069 2262 622 0.016 11 1 Minor Arterial 1200 402070 497 2263 0.044 11 1 Major Arterial 1700 452071 2263 497 0.044 11 1 Major Arterial 1700 452072 1777 2265 0.403 12 1 Principal Arterial 1600 352073 2265 1777 0.403 12 1 Principal Arterial 1600 352074 2273 2274 0.025 12 1- Major Arterial 1700 352075 2274 2273 0.025 12 1 Major Arterial 1700 352076 1892 2277 1.133 10 1 Collector/
Local Road 800 152077 2277 1892 1.133 10 1 Collector/
Local Road 800 152078 1894 2278 0.126 11 1 Major Arterial 1700 452079 2278 1894 0.126 11 1 Major Arterial 1700 452080 1884 2279 0.186 11 1 Major Arterial 1200 402081 2279 1884 0.186 11 1 Major Arterial 1200 402082 1917 2281 2.183 11 1 Major Arterial 1200 452083 2281 1917 2.183 11 1 Major Arterial 1200 452084 2281 2282 0.785 11 1 Major Arterial 1200 452085 2282 2281 0.785 11 1 Major Arterial 1200 452086 299 2286 0.12 11 1 Minor Arterial 1700 402087 300 2286 0.11 11 1 Collector!
Local Road 1700 402088 2286 300 0.11 11 1 Collector!
Local Road 1700 402089 2261 2259 0.028 11 1 Collector!
Local Road 1200 402090 558 2290 0.029 11 1 Major Arterial 1700 502091 1440 2294 0.239 10 1 Collector!/
Local Road 800 102092 2294 1440 0.239 10 1 Collector!
Local Road 800 102093 1066 1512 1.002 12 1 Ramp 1500 352094 601 2255 0.171 11 1 Major Arterial 1700 452095 2255 601 0.171 11 1 Major Arterial 1700 452096 279 2298 0.127 11 1 Minor Arterial 1200 402097 2298 279 0.127 11 1 Minor Arterial 1200 402098 233 2299 0.134 11 1 Minor Arterial 1700 402099 2299 233 0.134 11 1 Minor Arterial 1700 402100 592 668 0.828 12 2 Freeway 4100 652101 294 293 0.169 12 1 Ramp 1500 352102 530 598 0.014 11 1 Major Arterial 1700 452103 598 530 0.014 11 1 Major Arterial 1700 452104 530 597 0.006 11 1 Major Arterial 1700 452105 597 530 0.006 11 1 Major Arterial 1700 452106 2301 535 0.208 12 1 2 Freeway 4100 652107 538 528 0.372 12 2 Freeway 4100 652108 455 599 0.021 11 1_ Major Arterial 1700 45Page 37 of 91Appendix C -Page 38 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)_____ (ml) Width (ft) Lanes Rate (vehlhr)2109 2126 2304 1.798 11 1 Major Arterial 1300 552110 2304 2126 1.798 11 1 Major Arterial 1300 552111 1900 2306 0.152 11 1 Major Arterial 1700 452112 2306 1900 0.152 11 1 Major Arterial 1700 452113 1903 2306 0.455 11 1 Major Arterial 1700 402114 2306 1903 0.455 11 1 Major Arterial 1700 402115 2254 2307 0.006 11 1 Collector
/ Local Road 1200 40_2116 2307 2254 0.006 11 1 Collector!
Local Road 1200 402117 2006 2308 0.026 11 1 Collector!
Local Road 1700 402118 2308 2006 0.026 11 1 Collector I Local Road 1700 40_2119 2309 2004 0.149 11 1 Principal Arterial 1700 45 _2120 2006 2309 0.031 11 1 Principal Arterial 1700 45 _2121 2308 2309 0.021 11 1 Collector/
Local Road 1700 402122 2160 2310 0.821 11 1 Principal Arterial 1600 552123 2310 2160 0.821 11 1 Principal Arterial 1600 552124 1999 2314 0.035 11 1 Collector!/
Local Road 1700 402125 1998 2314 0.036 12 2 Freeway 4100 602126 2315 2316 0.012 11 1 Collector/
Local Road 1700 402127 2316 2315 0.012 11 1 Collector/
Local Road 1700 402128 2318 2043 0.034 11 1 Collector
/Local Road 1700 402129 434 2319 0.07 12 2 Major Arterial 2850 352130 239 434 0.07 12 2 Major Arterial 2850 352131 2046 2321 0.377 11 1 Major Arterial 1700 452132 2321 2046 0.377 11 1 Major Arterial 1700 452133 2047 2326 0.044 11 1 Minor Arterial 1700 402134 2326 2047 0.044 11 1 Minor Arterial 1700 402135 2045 2327 0.208 1 12 1 Minor Arterial 1700 352136 2327 2045 0.208 12 1 Minor Arterial 1700 352137 2047 2327 0.057 12 1 Minor Arterial 1700 352138 2327 2047 0.057 11 1 Minor Arterial 1700 402139 2319 2332 0.099 12 1 Ramp 1500 352140 2332 431 0.137 12 1 Ramp 1500 352141 2333 2332 0.067 12 1 Ramp 1500 352142 2319 2333 0.097 12 2 Major Arterial 2850 352143 2333 2319 0.097 12 2 Major Arterial 2850 35 _2144 428 2333 0.011 12 2 Major Arterial 2850 35 _2145 2333 428 0.011 12 2 Major Arterial 2850 352146 2173 2335 0.162 11 1 Major Arterial 1700 452147 2335 2173 0.162 11 1 Major Arterial 1700 452148 2172 2337 0.416 11 1 Major Arterial 1200 452149 2337 2172 0.416 11 1 Major Arterial 1200 452150 2172 2338 0.452 11 1 Collector!/
Local Road 1200 402151 2338 2172 0.452 11 1 Collector/
Local Road 1200 40-2152 2177 2339 0.533 11 1 Major Arterial 1200 452153 2339 2177 0.533 11 1 Major Arterial 1200 452154 661 460 0.288 12 1 Ramp 1500 352155 2340 2221 0.189 11 1 Major Arterial 1200 452156 663 2340 0.19 11 1 Major Arterial 1200 452157 2341 206 2.389 12 2 Freeway 4`100 652158 653 193 4.834 12 2 Freeway 4100 552159 238 2342 0.242 11 1 Major Arterial 1700 40 _2160 2342 238 0.242 11 1 Major Arterial 1700 402161 654 2342 0.336 12 1 Ramp 1500 35 _2162 2342 2343 0.271 12 1 -Ramp 1500 1 352163 654 2343 0.599 12 2 -Freeway 4100 652164 2343 227 1.26 12 2 Freeway 4100 652165 2244 12344 1.66 11 1 Major Arterial 1700 45Page 38 of 91Appendix C -Page 39 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLength Lane Number of Roadway Type Saturation FlowLink # U-Node D-Node (mi) Width (ft) Lanes Rate (veh/hr)
FFS (mph)2166 2344 2244 1.66 11 1 Major Arterial 1700 452167 244 247 0.227 11 1 Major Arterial 1200 452168 247 244 0.227 11 1 Major Arterial 1200 452169 235 248 3.725 12 2 Freeway 4100 652170 2163 2164 1.131 11 1 Collector
/ Local Road 1200 402171 2164 2163 1.131 11 1 Collector/
Local Road 1200 402172 309 632 0.244 11 1 Major Arterial 1200 402173 632 309 0.244 11 1 Major Arterial 1200 402174 632 2245 0.744 12 1 Ramp 1500 352175 631 304 0.25 12 1 Ramp 1500 352176 2133 2135 3.494 11 1 Collector/Local Road 1200 402177 2135 2133 3.494 11 1 Collector/
Local Road 1200 402178 2100 2102 0.897 11 1 Major Arterial 1200 452179 2102 2100 0.897 11 1 Major Arterial 1200 452180 2102 2346 0.421 11 1 Major Arterial 1200 452181 2346 2102 0.421 11 1 Major Arterial 1200 452182 2131 2347 0.151 11 1 Major Arterial 1200 452183 2347 2131 0.151 11 1 Major Arterial 1200 452184 2127 2347 0.046 11 1 Major Arterial 1700 452185 2347 2127 0.046 11 1 Major Arterial 1700 452186 2104 2244 1.997 11 1 Major Arterial 1200 452187 2244 2104 1,997 11 1 Major Arterial 1200 452188 2109 2134 0.591 11 1 Major Arterial 1300 552189 2134 2109 0.591 11 1 Major Arterial 1300 552190 2098 2350 0.1 11 1 Major Arterial 1700 452191 2350 2098 0.1 11 1 Major Arterial 1700 452192 2107 2350 0.681 11 1 Major Arterial 1200 402193 2350 2107 0.681 11 1 Major Arterial 1200 402194 2116 2351 0.423 11 1 Major Arterial 1700 402195 2351 2116 0.423 11 1 Major Arterial 1700 402196 2136 2184 2.555 11 1 Collector/Local Road 1700 402197 2184 2136 2.555 11 1 Collector
/ Local Road 1700 402198 2083 2352 1.771 11 1 Major Arterial 1700 402199 2352 2083 1.771 11 1 Major Arterial 1700 402200 2139 2353 0.515 11 1 Major Arterial 1200 452201 2353 2139 0.515 11 1 Major Arterial 1200 452202 2197 2359 0.03 11 1 Collector/
Local Road 1700 402203 2360 2197 0.035 11 1 Collector
/ Local Road 1700 402204 1965 2365 0.084 11 2 Principal Arterial 3400 452205 136 140 0.193 11 2 Major Arterial 3300 452206 140 136 0.193 11 2 Major Arterial 3300 452207 83 85 0.055 11 2 Principal Arterial 3400 452208 85 83 0.055 11 2 Principal Arterial 3400 452209 135 139 0.111 11 1 Major Arterial 1200 452210 139 135 0.111 11 1 Major Arterial 1200 452211 2366 126 0.37 12 1 Ramp 1500 352212 129 2366 0.049 12 1 Ramp 1500 352213 2366 129 0.049 12 1 Ramp 1500 352214 106 2367 0.024 11 2 Principal Arterial 3400 452215 2367 106 0.024 11 2 Principal Arterial 3400 452216 2368 2367 0.186 12 1 Ramp 1500 352217 111 2369 0.04 11 2 Principal Arterial 3400 452218 2369 111 0.04 11 2 Principal Arterial 3400 452219 2367 2369 0.063 11 2 Principal Arterial 3400 452220 2369 2367 0.063 11 2 Principal Arterial 3400 452221 2370 2369 0.178 12 1 Ramp 1500 352222 112 114 0.03 11 2 Principal Arterial 3400 45Page 39 of 91Appendix C -Page 40 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)________(ml)
Width (ft) Lanes Rate________
__________
____2223 114 112 0.03 11 2 Principal Arterial 3400 452224 ill 112 0.082 11 2 Principal Arterial 3400 452225 112 ill 0.082 11 2 Principal Arterial 3400 452226 108 2371 0.014 11 2 Principal Arterial 3400 452227 2371 108 0.014 11 2 Principal Arterial 3400 452228 106 108 0.085 11 2 Principal Arterial 3400 452229 108 106 0.085 11 2 Principal Arterial 3400 452230 104 2371 0.228 12 1 Ramp 1500 352231 2372 1964 0.357 11 2 Principal Arterial 3400 452232 2373 647 0.314 12 1 Ramp 1500 352233 161 676 0.443 12 1 Ramp 1500 352234 2376 2377 0.127 11 2 Minor Arterial 3300 402235 2377 2376 0.127 11 2 Minor Arterial 3300 402236 2376 2378 0.115 12 1 Ramp 1500 352237 2377 2378 0.062 12 1 Ramp 1500 352238 2379 2380 0.079 11 2 Principal Arterial 3400 452239 2380 2379 0.079 11 2 Principal Arterial 3400 452240 2381 2379 0.029 11 1 Minor Arterial 1200 402241 95 2373 0.094 12 1 Ramp 1500 352242 2373 95 0.094 12 1 Ramp 1500 352243 648 2373 0.26 12 1 Ramp 1500 352244 619 2384 0.133 11 2 Major Arterial 3400 502245 2384 619 0.133 11 2 Major Arterial 3400 502246 2384 2385 0.039 11 2 Major Arterial 3400 502247 2385 2384 0.039 11 2 Major Arterial 3400 502248 2385 2386 0.035 12 1 Ramp 1500 352249 2386 2385 0.035 12 1 Ramp 1500 352250 95 2386 0.019 12 1 Ramp 1500 352251 2386 95 0.019 12 1 Ramp 1500 352252 2384 2386 0.056 12 1 Ramp 1500 352253 94 2385 0.08 11 2 Minor Arterial 3300 402254 2385 94 0.08 11 2 Minor Arterial 3300 402255 96 2387 0.313 12 1 Ramp 1500 352256 2387 97 0.242 12 1 Ram p 1500 352257 92 2387 0.017 12 1 Ramp 1500 352258 2387 92 0.017 12 1 Ramp 1500 352259 93 620 0.038 12 1 Ramp 1500 352260 620 93 0.038 12 1 Ramp 1500 352261 92 620 0.01 12 1 Ramp 1500 352262 620 92 0.01 12 1 1 Ramp 1500 352263 93 619 0.048 11 2 Major Arterial 3400 502264 619 93 0.048 11 2 Major Arterial 3400 502265 1964 1940 0.231 11 2 Principal Arterial 3400 452266 2149 2151 0.475 10 1 Collector ILocal Road 800 152267 2151 2149 0.475 10 1 Collector/
Local Road 800 152268 410 414 0.129 12 1 Ramp 1500 352269 408 405 0.13 12 1 Ramp 1500 352270 406 403 0.155 12 1 Ramp 1500 352271 104 105 0.101 11 2 Principal Arterial 3400 452272 2370 113 0.111 11 2 Principal Arterial 3400 452273 105 2368 0.154 11 2 Principal Arterial 3400 452274 110 2370 0.165 11 2 Principal Arterial 3400 1 452275 2368 107 0.135 11 2 Major Arterial 3300 452276 1941 109 0.122 11 2_ Major Arterial 3300 452277 83 2376 0.081 11 2 Principal Arterial 3400 452278 2376 83 0.081 11 2 Principal Arterial 3400 452279 2378 649 0.13 12 1 Ramp 1500 35Page 40 of 91Appendix C -Page 41 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
S(mh2280 1794 789 0.254 11 2 Major Arterial 3300 452281 1718 2389 0.202 11 1 Major Arterial 1200 452282 2389 1718 0.202 11 1 Major Arterial 1200 452283 2391 635 0.191 12 1 -Ramnp 1500 352284 337 2391 0.027 12 1 Ramp 1500 352285 337 2392 0.016 12 1 Minor Arterial 1700 352286 2392 337 0.016 12 1 Minor Arterial 1700 352287 334 2392 0.006 12 1 Minor Arterial 1700 352288 2392 334 0.006 12 1 Minor Arterial 1700 352289 2392 2391 0.02 12 1 Ramp 1500 352290 2393 324 0.49 12 2 Freeway 4100 552291 317 2394 0.07 11 1 Principal Arterial 1700 452292 2394 317 0.07 11 1 Principal Arterial 1700 452293 673 2394 0.199 12 1 Ramp 1500 352294 324 330 0.461 12 2 Freeway 4100 552295 674 2395 0.227 12 2 Freeway 4100 502296 636 2396 0.093 11 1 Minor Arterial 1200 402297 2396 636 0.093 11 1 Minor Arterial 1200 402298 2396 2397 0.02 11 1 Minor Arterial 1200 402299 2397 2396 0.02 11 1 Minor Arterial 1200 402300 2397 2398 0.026 11 1 Minor Arterial 1200 402301 2398 2397 0.026 11 1 Minor Arterial 1200 402302 1938 2399 0.155 11 1 Major Arterial 1200 452303 2399 1938 0.155 11 1 Major Arterial 1200 452304 2397 2399 0.027 11 1 Major Arterial 1200 452305 2399 2397 0.027 11 1 Major Arterial 1200 452306 2399 2398 0.034 11 1 Collector
/ Local Road 1200 402307 2396 2399 0.039 11 1 Collector
/ Local Road 1200 402308 2064 2402 0.035 12 1 Major Arterial 1700 252309 2402 2064 0.035 12 1 Major Arterial 1700 252310 1918 2404 0.578 10 1 Collector
/ Local Road 800 252311 2404 1918 0.578 10 1 Collector
/Local Road 800 252312 1992 1994 0.191 10 1 Collector/
Local Road 800 152313 1994 1992 0.191 10 1 Collector/I Local Road 800 152314 1871 2407 0.398 12 1 Major Arterial 1700 352315 2407 1871 0.398 12 1 Major Arterial 1700 352316 2143 2408 0.537 11 1 Major Arterial 1700 452317 2408 2143 0.537 11 1 Major Arterial 1700 452318 2103 2409 0.019 11 1 Major Arterial 1700 452319 2409 2103 0.019 11 1__ Major Arterial 1700 452320 2304 2409 0.765 11 1 Major Arterial 1200 452321 2409 2304 0.765 11 1 Major Arterial 1200 452322 2155 2410 0.747 10 1 Collector/I Local Road 800 102323 2410 2155 0.747 10 1 Collector
/Local Road 800 102324 2101 2102 0.673 11 1__ Collector/
Local Road 1200 402325 2102 2101 0.673 11 1 Collector
/Local Road 1200 402326 223 226 0.984 11 1 Collector/
Local Road 1700 402327 226 223 0.984 11 -1 Collector
/Local Road 1700 402328 2189 2415 0.101 10 1 Collector
/Local Road 800 15 12329 2415 2189 0.101 10 1 Collector
/Local Road 800 152330 2248 2249 0.061 10 1 Collector
/ Local Road 800 152331 2249 2248 0.061 10 1 Collector
/ Local Road 800 152332 631 2183 0.069 11 1 Major Arterial 1200 402333 2183 631 0.069 11 1 Major Arterial 1200 402334 222 219 1,072 12 2 Freeway 4100 652335 224 225 1.46 12 2 Freeway 4100 652336 1841 1823 10.095 12 2 Freeway 4100 60Page 41 of 91Appendix C -Page 42 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Ratraeio Flowhr FFS (mph)Link# UNod D-ode (ml) Width (ft) Lanes Rate________
__________
____2337 2417 1843 0.122 11 1 Ramp 1500 452338 1697 1851 0.17 11 1 Ramp 1500 552339 1823 1851 0.379 11 1 Ramp 1500 552340 1740 2418 0.314 11 1 Ramp 1500 552341 1279 1824 0.291 11 1 Ramp 1500 552342 1844 2418 0.128 11 1 Ramp 1500 452343 1960 2419 0.073 10 1 Collector!
Local Road 800 152344 2419 1960 0.073 10 1 Collector!
Local Road 800 152345 2420 2419 0.102 10 1 Collector!
Local Road 800 152346 2113 2345 1.16 11 1 Major Arterial 1700 402347 2345 2113 1.16 11 1 Major Arterial 1700 402348 2380 2423 0.065 11 2 Principal Arterial 3400 452349 2423 2380 0.065 11 2 Principal Arterial 3400 452350 2381 2424 0.047 11 1 -Minor Arterial 1200 402351 2424 2381 0.047 11 1 Minor Arterial 1200 402352 2380 2424 0.019 11 1 Minor Arterial 1200 402353 2424 2380 0.019 111 Minor Arterial 1200 402354 2423 2424 0.08 111 Minor Arterial 1200 402355 2381 2425 0.387 11 1 Minor Arterial 1200 402356 2425 2381 0.387 11 1 Minor Arterial 1200 402357 1943 2425 0.044 11 1 Collector
/ Local Road 1200 402358 2425 1943 0.044 11 1~ Collector
/ Local Road 1200 402359 1949 2427 0.443 11 1 Principal Arterial 1700 452360 2427 1949 0.443 11 1 Principal Arterial 1700 452361 1957 1963 0.555 11 1 Principal Arterial 1600 452362 1963 1957 0.555 11 1 Principal Arterial 1600 452363 1943 1958 0.043 11 1 Collector/
Local Road 1200 402364 1958 1943 0.043 11 1 Collector!
Local Road 1200 402365 2431 2432 0.155 10 1 Collector!/
Local Road 800 152366 2432 2431 0.155 10 1 Collector!
Local Road 800 152367 2433 1183 1.061 12 1 Ramp 1500 352368 1170 2434 1.469 12 1 Ramp 1500 352369 2435 2436 0.065 11 1 Minor Arterial 1700 452370 2436 2435 0.065 11 1 Minor Arterial 1700 452371 2437 1325 0.788 12 2 Freeway 4100 552372 2441 2439 0.071 12 2 Freeway 4100 602373 2435 2439 0.213 12 1 Ramp10 3512374 2440 2436 0.196 12 1 Ramp 1500 352375 2438 2435 0.285 12 1 Ramp 1500 352376 2438 2441 0.423 12 2 Freeway 4100 552377 2436 2442 0.057 11 1 Minor Arterial 1700 452378 2442 2436 0.057 11 1 Minor Arterial 1700 452379 2442 2443 0.05 12 1 Ramp 1500 352380 2443 2437 0.242 12 1 Ramp 1500 352381 2436 2443 0.055 12 1 Ramp 1500 352382 2428 2445 0.826 11 1 Minor Arterial 1200 402383 2445 2428 0.826 11 1 Minor Arterial 1200 402384 2444 2445 0.039 11 1 Minor Arterial 1200 402385 2445 2444 0.039 11 1 Minor Arterial 1200 40--2386 1361 2446 0.388 11 1 Major Arterial 1200 452387 2446 1361 0.388 11 1 Major Arterial 1200 452388 912 2447 0.716 11 1 Minor Arterial 1200 402389 2447 912 0.716 11 1 Minor Arterial 1200 402390 2448 2449 0.759 11 2 Minor Arterial 3300 452391 2447 2450 0,114 11 1 Minor Arterial 1200 402392 2450 2447 0.114 11 1 Minor Arterial 1200 402393 2450 2451 0.036 11 1 Major Arterial 1200 45Page 42 of 91Appendix C -Page 43 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____2394 2451 2450 0.036 11 1 Major Arterial 1200 452395 2446 2451 0.083 11 1 Major Arterial 1200 452396 2451 2446 0.083 11 1 Major Arterial 1200 452397 2444 2452 3.823 10 2 Collector
/ Local Road 1600 152398 2452 2451 0.1 11 2 Collector I Local Road 1600 452399 2452 2446 0.097 10 1 Collector/I Local Road 800 152400 2449 2450 0.096 11 2 Minor Arterial 3300 452401 2449 2447 0.088 10 1 Collector/
Local Road 800 152402 2453 2445 3.86 10 2 Collector
/ Local Road 1600 152403 2450 2453 0.093 11 2 Collector
/ Local Road 1600 452404 1061 2454 0.328 12 1 Ramp 1500 352405 1042 2455 0.242 11 1 Minor Arterial 1700 402406 2455 1511 0.218 12 1 Ramp 1500 352407 2360 2456 0.014 11 1 Collector
/ Local Road 1700 402408 2456 2360 0.014 11 1 Collector
/ Local Road 1700 402409 2359 2456 0.022 11 1 Collector
/ Local Road 1700 402410 2456 2359 0.022 11 1 Collector
/ Local Road 1700 402411 2197 2456 0.025 11 1 Minor Arterial 1700 402412 2456 2197 0.025 11 1 Minor Arterial 1700 402413 386 385 0.034 12 1 Ram p 1500 352414 545 544 0.211 12 2 Freeway 4100 602415 382 385 0.027 11 1 Major Arterial 1200 452416 385 382 0.027 11 1 Major Arterial 1200 452417 1653 1659 0.012 11 1 Ramp 1500 552418 1659 1653 0.012 11 1 Ramp 1500 552419 1652 1659 0.257 11 1 Ramp 1500 552420 1659 1652 0.257 11 1 Ramp 1500 552421 2457 1157 0.168 12 2 Freeway 4100 652422 2458 1141 0.035 12 2 Freeway 4100 652423 1630 1631 0.081 11 2 Minor Arterial 3300 452424 1631 1630 0.081 11 2 Minor Arterial 3300 452425 1835 2458 0.172 11 1 Ramp 1500 552426 1832 2457 0.18 11 1 Ramp 1500 552427 2288 2460 0.137 11 1 Major Arterial 1700 452428 2460 2288 0.137 11 1 Major Arterial 1700 452429 1960 2461 0.186 10 1 Collector
/ Local Road 800 102430 2461 1960 0.186 10 1 Collector
/Local Road 800 102431 2189 2464 0.049 10 1 Collector
/ Local Road 800 152432 2464 2189 0.049 10 1 Collector
/ Local Road 800 152433 2295 2465 0.724 10 1 Collector
/ Local Road 800 152434 2465 2295 0.724 10 1 Collector/
Local Road 800 152435 1503 2467 0.333 11 1 Minor Arterial 1200 402436 2467 1503 0.333 11 1 Minor Arterial 1200 402437 1613 2468 1.962 11 1 Minor Arterial 1200 402438 2468 1613 1.962 11 1 Minor Arterial 1200 402439 1656 2470 2.006 11 1 Minor Arterial 1700 402440 2470 1656 2.006 11 1 Minor Arterial 1700 402441 1451 2470 1.41 11 1 Minor Arterial 1200 402442 2470 1451 1.41 11 1 Minor Arterial 1200 402443 1899 2474 0.42 10 1 Collector
/ Local Road 800 152444 2474 1899 0.42 10 1 Collector/I Local Road 800 152445 1880 2475 1.06 11 1 Minor Arterial 1200 402446 2475 1880 1.06 11 1 Minor Arterial 1200 402447 1667 2476 2.256 11 1 Minor Arterial 1200 402448 2476 1667 2.256 11 1 Minor Arterial 1200 402449 1787 2477 0.209 10 1 Collector/I Local Road 800 152450 2477 1787 0.209 10 1 Collector/
Local Road 800 15Page 43 of 91Appendix C -Page 44 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# -od -Nde Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 2451 2127 2478 0.471 10 1 Collector!/
Local Road 800 152452 2478 2127 0.471 10 1 Collector/
Local Road 800 152453 2163 2480 0.847 10 1 Collector!
Local Road 800 152454 2480 2163 0.847 10 1 Collector!
Local Road 800 152455 2305 2481 0.147 10 1 Collector!
Local Road 800 152456 2481 2305 0.147 10 1 Collector
/ Local Road 800 152457 2215 2482 0.441 10 1 Collector!
Local Road 800 152458 2482 2215 0.441 10 1 Collector!/
Local Road 800 152459 1497 2483 2.119 10 1 Collector!
Local Road 800 312460 2483 1497 2.119 10 1 Collector
/Local Road 800 312461 1107 1822 1.821 10 1 Collector/
Local Road 800 312462 1822 1107 1.821 10 1 Collector/
Local Road 800 312463 2484 165 0.211 12 1 Ramp 1500 352464 164 2484 0.086 12 1 Ramp 1500 352465 2484 164 0.086 12 1 Ramp 1500 352466 168 2484 0.213 12 1 Ramp 1500 352467 167 2485 0.251 12 1 Ramp 1500 352468 169 2485 0.098 12 1 Ramp 1500 352469 2485 169 0.098 12 1 Ramp 1500 352470 2485 166 0.212 12 1 Ram p 1500 352471 248 247 0.373 12 1 Ramp 1500 312472 655 245 0.27 12 1 Ramp 1500 352473 2486 365 0.397 12 1 Ramp 1500 352474 368 2486 0.151 12 1 Ramp 1500 352475 2486 368 0.151 12 1 Ramp 1500 352476 366 2486 0.439 12 1 Ramp 1500 352477 371 2487 0.049 12 1 Ramp 1500 352478 367 2487 0.102 12 1 Ramp 1500 352479 2487 367 0.102 12 1 Ramp 1500 352480 2487 369 0.558 12 1 Ramp 1500 352481 1 1822 1.666 10 1 Collector!/
Local Road 800 252482 1822 1 1.666 10 1 Collector!
Local Road 800 252483 2 1384 0.296 10 1 Collector!
Local Road 800 252484 1384 2 0.296 10 1 Collector!
Local Road 800 252485 3 2468 0.183 10 1 Collector!
Local Road 800 252486 2468 3 0.183 10 1 Collector!/
Local Road 800 252487 4 1364 0.353 10 1 Collector!/
Local Road 800 252488 1364 4 0.353 10 1 Collector!/
Local Road 800 252489 5 1788 0.505 10 1 Collector!
Local Road 800 252490 1788 5 0.505 10 1 Collector!/
Local Road 800 252491 6 2477 0.148 10 1 Collector
/ Local Road 800 252492 2477 6 0.148 10 1 Collector!
Local Road 800 252493 7 2471 1.11 10 1 Collector/!Local Road 800 252494 2471 7 1.11 10 1 Collector/I Local Road 800 252495 8 2476 1.771 10 1 Collector!
Local Road 800 252496 2476 8 1.771 10 1 Collector
/ Local Road 800 252497 9 2475 0.335 10 1 Collector!
Local Road 800 252498 2475 9 0.335 10 1~ Collector!/
Local Road 800 252499 10 1912 0.25 10 1 Collector!/
Local Road 800 252500 1912 10 0.25 10 1 Collector!/Local Road 800 252501 11 2473 0,068 10 1 Collector
/ Local Road 800 252502 2473 11 0.068 10 1 Collector/!Local Road 800 252503 12 2277 0.654 10 1 Collector!
Local Road 800 252504 2277 12 0.654 10 1 Collector!
Local Road 800 252505 13 2068 0.533 10 1 Collector!
Local Road 800 22506 2068 13 0.533 10 1 Collector!/
Local Road 800 22507 14 2051 0.071 10 1 Collector!
Local Road 800 2Page 44 of 91Appendix C -Page 45 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLin # U-Nde D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhr F5(mh2508 2051 14 0.071 10 1 Collector I Local Road 800 252509 15 2176 0.336 10 1 Collector
/ Local Road 800 252510 2176 15 0.336 10 1 Collector
/ Local Road 800 252511 16 2416 2.743 10 1 Collector/
Local Road 800 252512 2416 16 2.743 10 1 Collector/
Local Road 800 252513 17 2410 0.764 10 1 Collector!
Local Road 800 252514 2410 17 0.764 10 1 Collector!/
Local Road 800 252515 18 1438 1.172 10 1 Collector
/LocaliRoad 800 252516 1438 18 1.172 10 1 Collector
/Local Road 800 252517 19 2406 1.042 10 1 Collector!
Local Road 800 252518 2406 19 1.042 10 1 Collector!
Local Road 800 252519 20 2094 0.825 10 1 Collector
/ Local Road 800 252520 2094 20 0.825 10 1 Collector!/
Local Road 800 252521 21 2146 1.107 10 1 Collector
/Local Road 800 252522 2146 21 1.107 10 1 Collector/!Local Road 800 252523 22 2478 0.22 10 1 Collector!
Local Road 800 252524 2478 22 0.22 10 1 Collector!
Local Road 800 252525 23 2148 0.363 10 1 Collector!
Local Road 800 252526 2148 23 0.363 10 1 Collector!/
Local Road 800 252527 24 2483 0.188 10 1 Collector!/
Local Road 800 252528 2483 24 0.188 10 1 Collector!
Local Road 800 252529 25 2404 0.638 10 1~ Collector
/ Local Road 800 252530 2404 25 0.638 10 1 Collector!/
Local Road 800 252531 26 2472 0.325 10 1 Collector!/
Local Road 800 252532 2472 26 0.325 10 1 Collector!/
Local Road 800 252533 27 1852 1.178 10 1 Collector!
Local Road 800 25___2534 1852 27 1.178 10 1 Collector!
Local Road 800 22535 28 2119 0.303 10 1 Collector!
Local Road 800 22536 2119 28 0.303 10 1 Collector/
Local Road 800 22537 29 2401 0.288 10 1 Collector!/
Local Road 800 22538 2401 29 0.288 10 1 Collector!
Local Road 800 25___2539 30 2138 0.735 10 1 Collector!/
Local Road 800 22540 2138 30 0.735 10 1 Collector!/
Local Road 800 22541 31 1473 0.125 10 1 Collector!/
Local Road 800 252542 1473 31 0.125 10 1 Collector!
Local Road 800 252543 32 1257 1.197 10 1 Collector!
Local Road 800 252544 1257 32 1.197 10 1 Collector!
Local Road 800 252545 33 2470 0.211 10 1 Collector!
Local Road 800 252546 2470 33 0.211 10 1 Collector!/
Local Road 800 252547 34 1458 0.37 10 1 Collector!/
Local Road 800 252548 1458 34 0.37 10 1 Collector!I Local Road 800 252549 35 1445 0.216 10 1 Collector!
Local Road 800 252550 1445 35 0.216 10 1 Collector!
Local Road 800 252551 36 1449 0.417 10 1 Collector!
Local Road 800 252552 1449 36 0.417 10 1 Collector!/
Local Road 800 252553 37 1462 0.088 10 1 Collector!
Local Road 800 252554 1462 37 0.088 10 1 Collector!
Local Road 800 252555 38 2469 0.11 10 1 Collector!/
Local Road 800 252556 2469 38 0.11 10 1 Collector!
Local Road 800 252557 39 1488 1.693 10 1 Collector!
Local Road 800 252558 1488 39 1.693 10 1 Collector!
Local Road 800 252559 40 1309 0.423 10 1 Collector!
Local Road 800 252560 1309 40 0.423 10 1 Collector!
Local Road 800 252561 41 1920 0.117 10 1 Collector!
Local Road 800 252562 1920 41 0.117 10 1 Collector!
Local Road 800 252563 42 2390 0.775 10 1 Collector!
Local Road 800 252564 2390 42 0.775 10 1 Collector!
Local Road 800 25Page 45 of 91Appendix C -Page 46 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)Link# UNod D-ode (ml) Width (ft) Lanes Rate________
__________
____2565 43 2403 0.589 10 1 Collector/I Local Road 800 252566 2403 43 0.589 10 1 Collector
/ Local Road 800 252567 44 2247 0.795 10 1 Collector!
Local Road 800 252568 2247 44 0.795 10 1 Collector!
Local Road 800 252569 45 2162 0.277 10 1 Collector!/
Local Road 800 252570 2162 45 0.277 10 1 Collector
/ Local Road 800 25_2571 46 2480 0.218 10 1 Collector
/ Local Road 800 25_2572 2480 46 0.218 10 1 Collector!
Local Road 800 252573 47 2075 0.297 10 1 Collector!
Local Road 800 252574 2075 47 0.297 10 1 Collector!/
Local Road 800 252575 48 2479 0.381 10 1 Collector!/
Local Road 800 252576 2479 48 0.381 10 1 Collector
/ Local Road 800 252577 49 2110 1.039 10 1 Collector!
Local Road 800 252578 2110 49 1.039 10 1 Collector
/ Local Road 800 252579 50 2108 0.308 10 1 Collector/
Local Road 800 252580 2108 50 0.308 10 1 Collector/
Local Road 800 252581 51 1962 0.689 10 1 Collector/
Local Road 800 252582 1962 51 0.689 10 1 Collector
/ Local Road 800 252583 52 1400 0.235 10 1 Collector/
Local Road 800 252584 1400 52 0.235 10 1 Collector!
Local Road 800 252585 53 1375 1.104 10 1__ Collector/
Local Road 800 252586 1375 53 1.104 10 1 Collector!/
Local Road 800 25_2587 54 1795 1.235 10 1 Collector!
Local Road 800 252588 1795 54 1.235 10 1 Collector
/ Local Road 800 252589 55 2474 1.064 10 1 Collector
/ Local Road 800 252590 2474 55 1.064 10 1 Collector!/
Local Road 800 252591 56 1922 2.003 10 1 Collector!
Local Road 800 252592 1922 56 2.003 10 1 Collector/
Local Road 800 252593 57 1994 0.756 10 1 -Collector!/
Local Road 800 252594 1994 57 0.756 10 1 Collector!/
Local Road 800 252595 58 2249 0.853 10 1 -Collector!
Local Road 800 252596 2249 58 0.853 10 1 Collector!/
Local Road 800 252597 58 2481 0.681 10 1 Collector!
Local Road 800 252598 2481 58 0.681 10 1 Collector!
Local Road 800 252599 59 2012 0.195 10 1 Collector!
Local Road 800 252600 2012 59 0.195 10 1 Collector!/
Local Road 800 252601 59 2016 0.175 10 1 Collector!/
Local Road 800 252602 2016 59 0.175 10 1 Collector!/
Local Road 800 252603 60 2482 2.037 10 1 Collector!/
Local Road 800 252604 2482 60 2.037 10 1 Collector
/ Local Road 800 252605 61 2151 0.684 10 1 Collector!
Local Road 800 252606 2151 61 0.684 10 1 Collector!
Local Road 800 252607 62 1256 0.305 10 1 -Collector!/
Local Road 800 252608 1256 62 0.305 10 1 Collector!
Local Road 800 252609 63 2467 0.666 10 1 Collector!/
Local Road 800 252610 2467 63 0.666 10 1 Collector!
Local Road 800 252611 64 1777 0.888 10 1 Collector/!Local Road 800 252612 1777 64 0.888 10 1 Collector!
Local Road 800 252613 65 2461 0.478 10 1 Collector!
Local Road 800 252614 2461 65 0.478 10 1 Collector/
Local Road 800 252615 66 2459 0.089 10 1 Collector!/
Local Road 800 252616 2459 66 0.089 10 1 Collector
/ Local Road 800 252617 67 2466 0.687 1 10 1 Collector!
Local Road 800 252618 2466 67 0.687 10 1 Collector!
Local Road 800 252619 68 2460 0.654 10 1 Collector!/
Local Road 800 252620 2460 68 0.654 10 1 Collector!/
Local Road 800 252621 69 2462 0.529 10 1 Collector!
Local Road 800 25Page 46 of 91Appendix C -Page 47 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____2622 2462 69 0.529 10 1 Collector
/ Local Road 800 252623 69 2463 0.733 10 1 Collector/I Local Road 800 252624 2463 69 0,733 10 1 Collector/I Local Road 800 252625 70 2465 0.619 10 1 Collector!
Local Road 800 252626 2465 70 0.619 10 1 Collector!/
Local Road 800 252627 71 2432 0.607 10 1 Collector/I Local Road 800 252628 2432 71 0.607 10 1 Collector!/
Local Road 800 252629 72 2464 0.21 10 1 Collector!
Local Road 800 252630 2464 72 0.21 10 1 Collector!/
Local Road 800 252631 73 2312 0.612 10 1 Collector
/Local Road 800 252632 2312 73 0.612 10 1 Collector!/
Local Road 800 252633 73 2313 0.614 10 1 Collector!/
Local Road 800 252634 2313 73 0.614 10 1 Collector!/
Local Road 800 252635 74 685 0.243 10 1 Collector
/ Local Road 800 252636 685 74 0.243 10 1 Collector
/ Local Road 800 252637 74 760 0.237 10 1 Collector
/ Local Road 800 252638 760 74 0.237 10 1 Collector!
Local Road 800 252639 75 147 0.19 10 1 Collector!
Local Road 800 252640 147 75 0.19 10 1 Collector/
Local Road 800 252641 76 683 0.263 10 1 Collector/
Local Road 800 252642 683 76 0.263 10 1 Collector/
Local Road 800 252643 76 684 0.305 10 1 Collector!
Local Road 800 252644 684 76 0.305 10 1 Collector!
Local Road 800 252645 1 77 593 0.199 10 1 1 Collector!/
Local Road 800 252646 593 77 0.199 10 1 Collector!
Local Road 800 252647 77 668 0.194 10 1 Collector!/
Local Road 800 252648 668 77 0.194 10 1 Collector!/
Local Road 800 252649 78 2356 0.306 10 1 Collector!I Local Road 800 252650 2356 78 0.306 10 1 1 Collector!/
Local Road 800 252651 78 2357 0.308 10 1 Collector!/
Local Road 800 252652 2357 78 0.308 10 1 Collector!/
Local Road 800 252653 79 2287 0.871 10 1 Collector!/
Local Road 800 252654 2287 79 0.871 10 1 Collector!/
Local Road 800 252655 80 638 0.962 10 1 Collector!/
Local Road 800 252656 638 80 0.962 10 1 Collector!/Local Road 800 252657 80 639 0.957 10 1 Collector!/
Local Road 800 252658 639 80 0.957 10 1 Collector!/
Local Road 800 252659 2382 104 0.294 11 2 Principal Arterial 3400 452660 123 118 0.319 12 1 Ramp 1500 352661 124 127 0.417 12 1 Ramp 1500 352662 122 127 0.393 12 2 Freeway 4100 652663 125 2366 0.09 12 1 Ramp 1500 352664 128 130 0.414 12 1 Ramp 1500 352665 135 134 0.103 11 1 Major Arterial 1200 452666 2287 2363 1.725 12 1 Freeway 2050 552667 2363 2287 1.725 12 1 Freeway 2050 552668 2374 162 0.479 12 1 -Ramp 1500 352669 164 169 0.2 11 1 Minor Arterial 1700 402670 169 164 0.2 11 1 Minor Arterial 1700 402671 247 249 0.166 11 1 Major Arterial 1200 452672 249 247 0.166 11 1 Major Arterial 1200 452673 278 277 0.359 12 1 Ramp 1500 352674 294 292 0.39 12 2 Freeway 4100 552675 670 295 0.392 12 2 Freeway 4100 552676 315 673 0.131 12 2 Freeway 4100 502677 323 2393 10.29 12 1 Ramp 1500 352678 367 368 10.678 11 1 Major Arterial 1200 45Page 47 of 91Appendix C -Page 48 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod 0-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
FS(mh2679 368 367 0.678 11 1 Major Arterial 1200 452680 422 421 0.644 12 1 Ramp 1500 352681 641 453 0.106 12 2 Freeway 4100 552682 540 614 0.423 12 1 Minor Arterial 1100 352683 614 540 0.423 12 1 Minor Arterial 1100 352684 559 558 0.065 11 1 Major Arterial 1700 502685 646 645 0.033 11 1 Major Arterial 1700 502686 638 163 4.746 12 2 Freeway 4100 652687 611 1883 0.147 11 1 Major Arterial 1200 452688 1883 611 0.147 11 1 Major Arterial 1200 452689 319 1859 0.178 11 1 Minor Arterial 1700 402690 1859 319 0.178 11 1 Minor Arterial 1700 402691 636 1882 1.093 11 1 Minor Arterial 1200 402692 1882 636 1.093 11 1 Minor Arterial 1200 402693 472 387 3.869 12 2 Freeway 4100 652694 642 1874 0.952 11 1 Major Arterial 1700 452695 1874 642 0.952 11 1 Major Arterial 1700 452696 643 645 0.551 11 1 Major Arterial 1700 502697 645 643 0.551 11 1 Major Arterial 1700 502698 155 594 0.319 11 1 Principal Arterial 1600 502699 125 126 0.402 12 2 Freeway 4100 652700 128 125 0.433 12 2 Freeway 4100 652701 123 122 0.335 12 2 Freeway 4100 652702 130 135 0.151 11 1 Major Arterial 1200 452703 623 131 0.21 11 1 Major Arterial 1200 452704 134 132 0.062 11 1 Major Arterial 1200 452705 126 103 2.659 12 2 Freeway 4100 652706 647 101 1.026 12 2 Freeway 4100 652707 648 647 0.512 _ 12 2 Freeway 4100 652708 99 96 0.945 _ 12 2 Freeway 4100 652709 82 84 0.446 12 1 Ramp 1500 352710 561 570 0.279 12 2 Freeway 4100 602711 569 564 0.261 12 2 Freeway 4100 602712 503 498 0.379 12 2 Freeway 4100 602713 176 172 0.595 12 2 Freeway 4100 652714 177 173 0.446 12 2 Freeway 4100 652715 184 178 0.583 12 2 Freeway 4100 452716 183 187 0.638 12 2 Freeway 4100 452717 192 651 0.938 12 2 Freeway 4100 552718 187 188 0.41 12 2 Freeway 4100 452719 652 184 0.453 12 2 Freeway 4100 452720 195 2341 0.869 12 2 Freeway 4100 552721 216 653 0.569 12 2 Freeway 4100 652722 205 224 1.641 12 2 Freeway 4100 652723 228 222 1.917 12 2 Freeway 4100 652724 246 654 3.999 12 2 Freeway 4100 652725 365 422 6.062 12 2 Freeway 4100 652726 422 430 1.045 12 2 Freeway 4100 552727 439 426 0.408 12 2 Freeway 4100 552728 430 443 0.6 12 2 Freeway 4100 552729 441 439 0.128 12 2 Freeway 4100 552730 443 444 0.129 12 2 Freeway 4100 552731 446 441 0.171 12 2 Freeway 4100 552732 445 447 0.131 11 2 Principal Arterial 3700 502733 449 1 445 0.069 12 2 Freeway 4100 602734 658 641 0.215 12 2 Freeway 4100 552735 456 451 0.334 12 2 Freeway 4100 55Page 48 of 91Appendix C -Page 49 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____2736 453 659 0.112 12 2 Freeway 4100 552737 457 456 0.129 12 2 Freeway 4100 552738 659 481 0.811 12 2 Freeway 4100 552739 436 433 0.512 12 2 Freeway 4100 602740 661 467 0.585 12 2 Freeway 4100 602741 662 663 0.358 11 2 Major Arterial 3300 452742 505 506 0.376 11 2 Major Arterial 3300 452743 509 662 0.197 11 2 Major Arterial 3300 452744 506 508 0.127 11 2 Principal Arterial 3700 502745 521 523 0.151 12 2 Freeway 4100 652746 514 518 0.228 12 2 Freeway 4100 652747 526 521 0.202 12 2 Freeway 4100 652748 518 527 0.126 12 2 Freeway 4100 652749 525 524 0.035 11 2 Principal Arterial 3400 452750 665 664 0.07 12 2 Freeway 4100 652751 582 580 0.304 12 2 Freeway 4100 652752 593 591 0.885 12 2 Freeway 4100 652753 621 495 0.357 12 2 Freeway 4100 652754 383 621 4.027 12 2 Freeway 4100 652755 387 381 0.45 12 2 Freeway 4100 652756 261 263 0.371 12 2 Freeway 4100 652757 265 629 0.341 12 2 Freeway 4100 652758 669 275 0.46 12 2 Freeway 4100 652759 277 637 0.474 12 2 Freeway 4100 652760 292 290 1.283 12 2 Freeway 4100 652761 308 671 0.605 12 2 Freeway 4100 552762 321 315 0.3 12 2 Freeway 4100 502763 675 338 0.56 12 2 Freeway 4100 552764 335 635 0.287 12 2 Freeway 4100 552765 338 625 0.332 12 2 Freeway 4100 552766 342 352 0.436 12 2 Freeway 4100 602767 351 626 0,154 12 2 Freeway 4100 602768 2374 676 0.396 12 2 Freeway 4100 652769 163 160 0.267 12 2 Freeway 4100 652770 676 639 4.776 12 2 Freeway 4100 652771 175 174 0.247 11 1 Ramp 1500 552772 179 171 0.47 11 1 Ramp 1500 552773 159 161 0.225 12 1 Ramp 1500 352774 162 158 0.22 12 1 Ramp 1500 352775 690 687 0.615 11 1 Ramp 1500 552776 692 688 0.405 12 1 Ramp 1500 352777 695 691 0.576 12 1 Ramp 1500 352778 694 692 0.287 11 1 Ramp 1500 552779 689 890 0.351 11 1 Ramp 1500 552780 697 796 0.136 11 2 Minor Arterial 3300 402781 698 790 0.243 11 2 Minor Arterial 3300 402782 1343 1002 0.173 11 2 Minor Arterial 3300 402783 706 707 1.302 12 2 Freeway 4100 652784 711 712 0.058 12 2 Freeway 4100 602785 714 713 0.032 12 2 Freeway 4100 602786 716 715 1.042 12 2 Freeway 4100 552787 715 717 0.482 12 2 Freeway 4100 552788 720 718 0.795 12 2 Freeway 4100 602789 2433 719 2.045 12 2 Freeway 4100 652790 718 1244 1.011 12 2 Freeway 4100 602791 737- 741 0.141 11 2 Major Arterial 3300 452792 771 766 0.221 12 1 Ramp 1500 35Page 49 of 91Appendix C -Page 50 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)2793 785 783 0.133 11 2 Major Arterial 3300 452794 790 791 0.26 11 2 Minor Arterial 3300 402795 800 1793 0.787 11 2 Major Arterial 3300 452796 803 801 0.176 11 2 Major Arterial 3300 452797 809 804 0.104 11 2 Major Arterial 3300 452798 806 820 0.19 11 2 Major Arterial 3300 452799 800 819 0.377 11 2 Major Arterial 3300 452800 819 800 0.377 11 2 Major Arterial 3300 452801 791 817 0.232 11 2 Minor Arterial 3300 402802 820 811 0.189 11 2 Major Arterial 3300 452803 817 1796 0.166 11 2 Minor Arterial 3300 402804 819 831 0.409 11 2 Major Arterial 3300 452805 835 819 0.439 11 2 Major Arterial 3300 452806 849 843 0.22 12 1 Ramp 1500 352807 857 701 0.202 12 1 Ramp 1500 352808 866 859 0.15 11 2 Minor Arterial 3300 402809 868 861 0.259 12 1 Ramp 1500 352810 884 862 0.75 11 1 Ramp 1500 552811 863 865 0.269 12 1 Ramp 1500 352812 865 871 0.104 11 2 Minor Arterial 3300 402813 864 866 0.184 12 1 Ramp 1500 352814 864 872 0.2 1 12 1 Ramp 1500 352815 888 867 0.472 12 2 Freeway 4100 652816 1 860 895 0.984 11 1 1 Ramp 1500 552817 860 1509 0.823 12 2 Freeway 4100 652818 885 689 0.254 11 1 Ramp 1500 552819 912 915 0.156 11 1 Collector/
Local Road 1700 402820 1362 1363 0.072 11 1 Major Arterial 1700 452821 1363 1362 0.072 11 1 1 Major Arterial 1700 452822 930 914 0.434 12 1 Ramp 1500 352823 936 937 0.153 11 1 Principal Arterial 1700 452824 937 936 0.153 11 1 Principal Arterial 1700 452825 952 949 0.154 11 2 Minor Arterial 3300 402826 951 954 0.12 11 2 Major Arterial 3300 452827 955 943 0.427 11 2 Major Arterial 3300 452828 953 1374 0.025 11 2 Collector
/ Local Road 3300 402829 1374 953 0.025 11 2 Collector
/ Local Road 3300 402830 947 955 0.419 11 2 Major Arterial 3300 452831 931 968 0.961 11 2 Minor Arterial 3300 402832 960 965 0.292 11 2 Minor Arterial 3300 402833 965 960 0.292 11 2 Minor Arterial 3300 402834 976 960 0.674 12 1 Ramp 1500 352835 1547 1553 1.611 12 1 Major Arterial 1100 352836 1553 1547 1.611 12 1 Major Arterial 1100 352837 978 981 0.67 12 2 Major Arterial 2850 352838 980 978 0.518 12 2 Major Arterial 2850 352839 1389 1391 0.085 12 1 Minor Arterial 1700 352840 1391 1389 0.085 12 1 Minor Arterial 1700 352841 1001 991 0.317 11 2 Minor Arterial 3300 402842 992 998 0.265 11 2 Minor Arterial 3300 402843 985 1001 0.466 11 2 Minor Arterial 3300 402844 1002 985 0.467 11 2 Minor Arterial 3300 402845 1006 967 1.018 11 2 Collector
/Local Road 3300 402846 968 1008 1 11 2 Minor Arterial 3300 402847 1006 1009 0.073 11 2 Minor Arterial 3300 402848 1012 1568 2.044 11 2 Principal Arterial 3400 452849 1568E 101 2.044 1 11 2 Principal Arterial 3400 45Page 50 of 91Appendix C -Page 51 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
F mh2850 1014 1015 0.704 11 2 Principal Arterial 3400 452851 1015 1014 0.704 11 2 Principal Arterial 3400 452852 1016 1574 0.551 11 2 Minor Arterial 3300 402853 1574 1016 0.551 11 2 Minor Arterial 3300 402854 1020 1007 0.454 11 2 Collector/I Local Road 3300 402855 1020 1031 0.101 11 1 Minor Arterial 1700 402856 1011 1031 0.478 11 2 Minor Arterial 3300 402857 1027 1032 0.199 1 11 1 Minor Arterial 1700 402858 1032 1027 0.199 11 1 Minor Arterial 1700 402859 1037 1020 0.201 11 2 Collector/I Local Road 3300 402860 1037 1044 0.099 10 2 Collectorl/Local Road 1600 152861 1044 1037 0.099 10 2 Collector/I Local Road 1600 152862 1035 1061 0.806 12 2 Freeway 4100 552863 1053 1037 0.289 11 2 Collector
/ Local Road 3300 402864 1044 1060 0.27 1 11 2 Minor Arterial 3300 402865 1060 1059 0.104 11 2 Minor Arterial 3300 402866 1085 1099 0.287 12 1 Ramp 1500 352867 710 1088 0.39 12 1 Ramp 1500 352868 1105 1602 0.494 12 1 -Ramnp 1500 352869 1602 1105 0.494 12 1 Ram p 1500 352870 1101 1105 0.293 11 1 Minor Arterial 1700 402871 1105 1101 0.293 11 1 Minor Arterial 1700 402872 1414 1830 0.462 11 2 Principal Arterial 3400 452873 1114 1414 0.723 11 2 Principal Arterial 3400 452874 1123 1738 0.369 11 1 Ramp 1500 552875 1132 1133 0.18 12 1 Ramp 1500 352876 1153 1172 0.5 11 2 Minor Arterial 3300 402877 1172 1153 0.5 11 2 Minor Arterial 3300 402878 1166 1171 0.063 11 2 MajorArterial 3400 502879 1171 1166 0.063 11 2 Major Arterial 3400 502880 1175 1170 1.278 12 1 Ramp 1500 352881 1172 1180 0.274 11 2 Minor Arterial 3300 402882 1180 1172 0.274 11 2 Minor Arterial 3300 402883 1180 1201 0.582 12 1 Ramp 1500 352884 1201 1180 0.582 12 1 Ramp 1500 352885 1183 719 0.999 12 1 Ramp 1500 352886 1207 1211 0.664 12 1 Ramp 1500 352887 1211 1207 0.664 12 1 Ramp 1500 352888 1227 1443 0.795 11 1 Minor Arterial 1700 402889 1443 1227 0.795 11 1 Minor Arterial 1700 402890 1223 1230 0.295 '11 2 Major Arterial 3300 452891 1238 1235 0.155 11 1 Ramp 1500 552892 1236 1239 0.209 11 1 Ramp 1500 552893 1243 1238 1.22 11 1 Ramp 1500 552894 1675 1680 1.039 11 1 Collector
/ Local Road 1700 402895 1680 1675 1.039 11 1 Collector/
Local Road 1700 402896 1257 1259 1.167 10 1 Collector/
Local Road 800 102897 1259 1257 1.167 10 1 Collector/
Local Road 800 102898 1266 1267 0.853 11 1 Minor Arterial 1200 402899 1267 1266 0.853 11 1 Minor Arterial 1200 402900 1276 1267 1.433 12 1 Ramp 1500 352901 1268 1277 1.004 12 1 Ramp 1500 352902 1471 1694 0.351 11 2 Major Arterial 3300 452903 1694 1471 0.351 11 2 Major Arterial 3300 452904 1694 1698 0.201 11 1 Minor Arterial 1700 402905 1698 1694 0.201 11 1 Minor Arterial 1700 402906 1286 1475 0.975 11 1 Major Arterial 1700 45Page 51 of 91Appendix C -Page 52 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 2907 1475 1286 0.975 11 1 Major Arterial 1700 45 _2908 895 923 0.45 12 2 Freeway 4100 652909 1346 1530 0.214 11 1 Minor Arterial 1200 452910 1530 1346 0.214 11 1 Minor Arterial 1200 452911 741 1531 1.282 11 2 Major Arterial 3300 452912 1531 741 1.282 11 2 Major Arterial 3300 452913 1532 1533 0.316 11 1 Major Arterial 1700 452914 1533 1532 0.316 11 1 Major Arterial 1700 452915 785 787 1.672 11 2 Major Arterial 3300 452916 787 785 1.672 11 2 Major Arterial 3300 452917 836 1360 0.371 11 2 Minor Arterial 3300 402918 1360 836 0.371 11 2 Minor Arterial 3300 402919 1357 1359 0.282 11 1 Major Arterial 1700 402920 1359 1357 0.282 11 1 Major Arterial 1700 402921 922 929 0.055 11 2 Minor Arterial 3300 402922 929 922 0.055 11 2 Minor Arterial 3300 402923 1537 1539 0.668 11 1 Major Arterial 1200 452924 1539- 1537 0.668 11 1 Major Arterial 1200 452925 1537 1540 2.828 11 2 Minor Arterial 3300 452926 1540 1537 2.828 11 2 Minor Arterial 3300 452927 936 1541 0.693 11 1 Principal Arterial 1700 452928 1541 936 0.693 11 1 Principal Arterial 1700 452929 1370 1540 0.884 11 2 Major Arterial 3300 452930 1540 1370 0.884 11 2 Major Arterial 3300 452931 1372 1541 0.614 11 1 Minor Arterial 1700 402932 1541 1372 0.614 11 1 Minor Arterial 1700 402933 956 1373 0.454 11 2 Principal Arterial 3400 452934 1373 956 0,454 11 2 Principal Arterial 3400 452935 1375- 1377 0.495 10 1 Collector/
Local Road 800 152936 1377 1375 0.495 10 1 Collector
/ Local Road 800 152937 964 1542 0.45 11 1 Minor Arterial 1700 402938 1542 964 0.45 11 1 Minor Arterial 1700 402939 936 1380 0.909 12 1 Major Arterial 1700 252940 1380 936 0.909 12 -1 Major Arterial 1700 252941 1371 1382 1.422 10 1 Collector/
Local Road 800 152942 1382 1371 1.422 10 1 Collector
/Local Road 800 152943 1383 1547 0.866 12 1 Principal Arterial 1700 352944 1547 1383 0.866 12 1 Principal Arterial 1700 352945 1382 1384 0.643 10 1 Collector/
Local Road 800 152946 1384 1382 0.643 10 1 Collector
/Local Road 800 152947 1386 1551 0.366 11 2 Minor Arterial 3300 40 _2948 1551 1386 0.366 11 2 Minor Arterial 3300 402949 1378 1551 0.473 11 1 Collector/
Local Road 1700 40 _2950 1551 1378 0.473 11 1 Collector I Local Road 1700 402951 982 1388 0.696 11 1 Principal Arterial 1600 452952 1388 982 0.696 11 1 Principal Arterial 1600 452953 1390 1556 0.197 11 1 Minor Arterial 1700 402954 1556 1390 0.197 11 1 Minor Arterial
___1700 402955 1551 1556 0.296 11 1 Collector/
Local Road 1700 402956 1556 1551 0.296 11 1 Collector!
Local Road 1700 402957 981 1552 0.318 12 2 Minor Arterial 2850 35 _2958 1552 981 0.318 12 2 Minor Arterial 2850 352959 1553 1557 0.79 12 1 Major Arterial 1100 35 _2960 1557 1553 0.79 12 1 Major Arterial 1100 352961 993 1558 0,438 12 1 Minor Arterial 1700 252962 1558 993 0.438 12 1 Minor Arterial 1700 1 2529-63 1392 1558 0.29 12 1 Minor Arterial 1700 1 25Page 52 of 91Appendix C -Page 53 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
F mh2964 1558 1392 0.29 12 1 Minor Arterial 1700 252965 985 1559 0.254 11 1 Minor Arterial 1700 402966 1559 985 0.254 11 1 Minor Arterial 1700 402967 1004 1392 0.423 10 1 Collector/
Local Road 1700 252968 1392 1004 0.423 10 1 Collector/
Local Road 1700 252969 1004 1393 0.182 12 1 Minor Arterial 1700 252970 1393 1004 0.182 12 1 Minor Arterial 1700 252971 1559 1567 0.204 11 1 Minor Arterial 1___700 402972 1567 1559 0.204 11 1 Minor Arterial 1700 402973 1013 1561 0.391 11 1 Collector
/Local Road 1700 402974 1561 1013 0.391 11 1 Collectorl/Local Road 1700 402975 1388 1573 1.697 11 1 Minor Arterial 1200 402976 1573 1388 1.697 11 1 Minor Arterial 1200 402977 1563 1568 0.888 11 1 Minor Arterial 1700 402978 1568 1563 0.888 11 1 Minor Arterial 1700 402979 1016 1563 4.281 11 1 Minor Arterial 1700 402980 1563 1016 4.281 11 1 Minor Arterial 1700 40 _2981 1561 1564 0.204 11 1 Minor Arterial 1700 402982 1564 1561 0.204 11 1 Minor Arterial 1700 402983 1343 1569 0.089 111Minor Arterial 1700 40 _2984 1015 1565 0.417 ii1Minor Arterial 1700 40 _2985 1565 1015 0.417 ii1Minor Arterial 1700 402986 1567 1570 0.347 111Minor Arterial 1700 402987 1570 1567 0.347 111Minor Arterial 1700 402988 1024 1558 0.721 111Minor Arterial 1700 402989 1558 1024 0.721 111Minor Arterial 1700 402990 1012 1572 0.335 11 1 Minor Arterial 1700 402991 1572 1012 0.335 11 1 Minor Arterial 1700 402992 1397 1567 0.295 11 1 Minor Arterial 1700 402993 1567 1397 0.295 11 1 Minor Arterial 1700 402994 1399 1574 0.693 1 11 1 Minor Arterial 1700 40 _2995 1574 1399 0.693 11 1 Minor Arterial 1700 402996 1040 1041 0.209 11 1 Minor Arterial 1700 40 _2997 1 1041 1040 0.209 11 1 Minor Arterial 1700 402998 1042 1402 0.229 11 1 Collector/I Local Road 1700 402999 1402 1042 0.229 11 1 Collector/I Local Road 1700 403000 1579 1593 0.535 11 1 Minor Arterial 1700 403001 1593 1579 0.535 11 1 Minor Arterial 1700 403002 1401 1590 0.118 11 1 Minor Arterial 1700 403003 1590 1401 0.118 11 1 Minor Arterial 1700 403004 1582 1587 0.511 11 2 Minor Arterial 3300 403005 1587 1582 0.511 11 2 Minor Arterial 3300 403006 1572 1592 1.493 11 1 Collector
/ Local Road 1700 403007 1592 1572 1.493 11 1 Collector/I Local Road 1700 403008 1404 1406 0.172 11 1 Minor Arterial 1700 403009 1406 1404 0.172 11 1 Minor Arterial 1700 403010 1405 1406 1.653 11 1 Major Arterial 1700 453011 1406 1405 1.653 11 1 Major Arterial 1700 453012 1398 1591 1.044 11 1 Collector/
Local Road 1200 403013 1591 1398 1.044 11 1 Collector/I Local Road 1200 403014 1 1404 1590 0.211 11 2 Minor Arterial 3300 403015 1590 1404 0.211 11 2 Minor Arterial 3300 403016 1092 1584 1.149 11 1 Minor Arterial 1700 403017 1584 1092 1.149 11 1 Minor Arterial 1700 403018 1587 1590 0.361 11 2 Minor Arterial 3300 40 _E3019 1590 1587 0.361 11 2 Minor Arterial 3300 40302 1032 1605 11.387 1 11 1 Minor Arterial 1700 40Page 53 of 91Appendix C -Page 54 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)
FL mh3021 1605 1032 1.387 11 1 Minor Arterial 1700 403022 1590 1594 0.703 11 1 Minor Arterial 1700 403023 1594 1590 0.703 11 1 Minor Arterial 1700 403024 1588 1597 1.764 11 1 Minor Arterial 1700 403025 1597 1588 1.764 11 1 Minor Arterial 1700 403026 1606 1608 0.439 12 1 Major Arterial 1700 353027 1608 1606 0.439 12 1 Major Arterial 1700 353028 1408 1604 1.585 1 11 1 Minor Arterial 1700 403029 1604 1408 1.585 11 1 Minor Arterial 1700 403030 1415 1597 0.903 11 1 Minor Arterial 1700 403031 1597 1415 0.903 11 1 Minor Arterial 1700 403032 1104 1409 0.459 11 2 Principal Arterial 3400 453033 1409 1104 0.459 11 2 Principal Arterial 3400 453034 1419 1604 1.308 11 1 Major Arterial 1700 453035 1604 1419 1.308 11 1 Major Arterial 1700 453036 1615 1624 1.028 11 1 Minor Arterial 1700 403037 1624 1615 1.028 11 1 Minor Arterial 1700 403038 1423 1421 0.182 11 1 Minor Arterial 1700 403039 1420 1424 0.325 11 1 Collector/I Local Road 1700 403040 1424 1420 0.325 11 1 Collector/I Local Road 1700 403041 1418 1424 0.461 11 1 Collector/
Local Road 1700 403042 1424 1418 0.461 11 1 Collector!/
Local Road 1700 403043 1421 1426 0.474 11 1 Collector
/Local Road 1700 403044 1426 1421 0.474 11 1 Collector!/
Local Road 1700 403045 1132 1418 0.386 11 1 Minor Arterial 1700 403046 1418 1132 0.386 11 1 Minor Arterial 1700 403047 1144 1422 0.283 11 2 Principal Arterial 3400 453048 1422 1144 0.283 11 2 Principal Arterial 3400 453049 1135 1621 0.278 11 1 Minor Arterial 1700 403050 1621 1135 0.278 11 1 Minor Arterial 1700 403051 1619 1647 2.945 11 1 Major Arterial 1700 453052 1647 1619 2.945 11 1 Major Arterial 1700 453053 1603 1615 2.877 11 1 Minor Arterial 1700 403054 1615 1603 2.877 11 1 Minor Arterial 1700 403055 1426 1648 1.016 11 1 Major Arterial 1700 453056 1648 1426 1.016 11 1 Major Arterial 1700 453057 1433 1438 0.421 10 1 Collector!/
Local Road 800 153058 1438 1433 0.421 10 1 Collector/
Local Road 800 153059 1429 1645 0.199 11 1 Minor Arterial 1700 403060 1645 1429 0.199 11 1 Minor Arterial 1700 403061 1433 1436 0.468 12 1 Minor Arterial 1700 353062 1436 1433 0.468 12 1 Minor Arterial 1700 353063 1435 1647 0.315 11 1__ Collector/
Local Road 1700 403064 1647 1435 0.315 11 1 Collector/
Local Road 1700 403065 1643 2471 1.616 10 1 Collector/
Local Road 800 153066 2471 1643 1.616 10 1 Collector/
Local Road 800 153067 1432 1438 0.407 10 1 Collector
/ Local Road 800 153068 1438 1432 0.407 10 1 Collector!
Local Road 800 153069 1167 1430 1.17 11 1 Minor Arterial 1700 403070 1430 1167 1.17 11 1 Minor Arterial 1700 403071 1185 1655 1.639 11 1 Minor Arterial 1700 403072 1655 1185 1.639 11 1 Minor Arterial 1700 403073 1430 1439 0.373 10 1 Collector/
Local Road 800 153074 1439 1430 0.373 10 1 Collector!
Local Road 800 153075 1443 1654 2.216 11 1 Minor Arterial 1700 403076 1654 1443 2.216 11 1 Minor Arterial 1700 403077 1439 11440 0.257 10 1 Collector!
Local Road 800 25Page 54 of 91Appendix C -Page 55 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik -Nde DNoe Length Lane Number of Roadway Type Saturation Flow FFS (mph)Lin # -Noe DNod (ml) Width (ft) Lanes ___________
Rate (vehlhr)
____3078 1440 1439 0.257 10 1 Collector
/ Local Road 800 253079 1180 1211 0.777 11 2 Minor Arterial 3300 453080 1211 1180 0,777 11 2 Minor Arterial 3300 453081 1663 1664 0.615 11 1 Major Arterial 1200 453082 1664 1663 0.615 11 1 Major Arterial 1200 453083 1655 1666 1.495 11 1 Collector
/Local Road 1700 403084 1666 1655 1.495 11 1 Collector
/Local Road 1700 403085 1444 1666 1.121 1 11 1 Collector
/Local Road 1700 403086 1666 1444 1.121 11 1 Collector/
Local Road 1700 403087 1444 1445 0.195 10 1 Collector/
Local Road 800 153088 1445 1444 0.195 10 1 Collector/
Local Road 800 153089 1245 1442 2.644 11 1 Minor Arterial 1200 403090 1442 1245 2.644 11 1 Minor Arterial 1200 403091 1218 1448 0.434 1 10 1 Collector
/Local Road 1100 353092 1448 1218 0.434 10 1 Collector
/Local Road 1100 353093 1445 1675 1.065 10 1 Collector
/ Local Road 800 153094 1675 1445 1.065 10 1 Collector
/ Local Road 800 153095 1671 1820 0.326 12 1 Major Arterial 1100 353096 1820 1671 0.326 12 1 Major Arterial 1100 353097 1672 1681 1.336 1 11 1 Minor Arterial 1700 403098 1681 1672 1.336 11 1 Minor Arterial 1700 403099 1452 1675 0.598 11 1 Collector
/Local Road 1700 403100 1675 1452 0.598 11 1 Collector
/Local Road 1700 403101 1453 1673 0.528 11 1 Collector
/Local Road 1700 403102 1673 1453 0.528 11 1 Collector
/ Local Road 1700 403103 1674 1679 0.112 112 Minor Arterial 3300 453104 1679 1674 0.112 112 Minor Arterial 3300 453105 1454 1677 0.137 111 Major Arterial 1700 453106 1677 1454 0.137 111 Major Arterial 1700 453107 1455 1453 0.29 10 1 Collector
/Local Road 800 153108 1455 1456 0.844 10 1 Collector
/Local Road 800 153109 1456 1455 0.844 10 1 Collector
/Local Road 800 153110 1452 1456 0.482 10 1 Collector
/Local Road 800 153111 1456 1452 0.482 10 1 Collector/
Local Road 800 153112 1457 1678 0.099 11 1 Collector/
Local Road 1700 403113 1678 1457 0.099 11 1 Collector/
Local Road 1700 403114 1459 1676 0.705 12 1 Major Arterial 1700 353115 1676 1459 0.705 12 1 Major Arterial 1700 353116 1456 1458 0.22 10 1 Collector
/Local Road 800 153117 1458 1456 0.22 10 1 Collector/ILocal Road 800 153118 1457 1460 0.467 11 1 Minor Arterial 1700 403119 1460 1457 0.467 11 1 Minor Arterial 1700 403120 1461 1679 0.382 12 2 Minor Arterial 2850 353121 1679 1461 0.382 1 12 2 Minor Arterial 2850 353122 11461 1462 0.342 10 1 Collector/
Local Road 800 153123 1462 1461 0.342 10 1 Collector/
Local Road 800 153124 1459 1464 1.148 12 1 Major Arterial 1700 353125 1464 1459 1.148 12 1 Major Arterial 1700 353126 1259 1465 1.075 12 1 Minor Arterial 1100 353127 1465 1259 1.075 12 1 Minor Arterial 1100 353128 11259 1467 1.533 12 1 Minor Arterial 1100 353129 1467 1259 1.533 12 1 Minor Arterial 1100 353130 1470 1684 1.95 11 1 Major Arterial 1200 453131 1684 1470 1.95 11 1 Major Arterial 1200 453132 1255 1700 0.78 11 1 Minor Arterial 1700 403133 1700 1255 0.78 11 1 Minor Arterial 1700 403134 1475 1693 1.57 11 2_ Major Arterial 3300 45Page 55 of 91Appendix C -Page 56 of 10.4 Appendix CThree Mile Island NGSRoadway Network Data TableLength Lane Number of Roadway Type Saturation Flow FFS (mph)Link # U-Node D-Node (mi) Width (ft) Lanes RoadwayType Rate (vehlhr)
__FF_(ph3135 1693 1475 1.57 11 2 Major Arterial 3300 453136 1689 1690 0.188 11 2 Major Arterial 3300 453137 1690 1689 0.188 11 2 Major Arterial 3300 453138 1245 1682 2.495 11 1 Major Arterial 1200 453139 1682 1245 2.495 11 1 Major Arterial 1200 453140 1270 1695 0.24 11 1 Major Arterial 1200 453141 1695 1270 0.24 11 1 Major Arterial 1200 453142 1477 1791 0.075 11 1 Minor Arterial 1200 403143 1791 1477 0.075 11 1 Minor Arterial 1200 403144 1485 1480 0.137 11 1 Minor Arterial 1700 403145 1485 1706 0.217 11 1 Minor Arterial 1700 403146 1706 1485 0.217 11 1 Minor Arterial 1700 403147 1482 1486 1.218 11 1 Minor Arterial 1700 403148 1486 1482 1.218 11 1 Minor Arterial 1700 403149 1482 1708 4.815 11 1 Minor Arterial 1200 403150 1708 1482 4.815 11 1 Minor Arterial 1200 403151 1710 1713 0.636 11 1 Major Arterial 1200 453152 1713 1710 0.636 11 1 Major Arterial 1200 453153 1711 1713 0.191 11 1 Minor Arterial 1700 403154 1713 1711 0.191 11 1 Minor Arterial 1700 403155 1708 1715 3.884 11 1 Minor Arterial 1200 403156 1715 1708 3.884 11 1 Minor Arterial 1200 403157 1319 1714 0.287 11 1 Major Arterial 1200 453158 1714 1319 0.287 11 1 Major Arterial 1200 453159 1493 1852 0.623 10 1 Collector/
Local Road 800 153160 1852 1493 0.623 10 1 Collector/
Local Road 800 153161 1493 1715 0.978 11 1 Minor Arterial 1200 403162 1715 1493 0.978 11 1 Minor Arterial 1200 403163 1493 1720 1.326 11 1 Minor Arterial 1200 403164 1720 1493 1.326 11 1 Minor Arterial 1200 403165 1497 1725 1.664 11 1 Major Arterial 1700 453166 1725 1497 1.664 11 1 Major Arterial 1700 453167 1331 1727 1.344 11 1 Major Arterial 1200 453168 1727 1331 1.344 11 1 Major Arterial 1200 453169 1506 1504 0.595 11 1 Ramp 1500 553170 808 825 0.508 12 2 Freeway 4100 603171 848 845 0.627 12 2 Freeway 4100 653172 861 701 0.167 12 2 Freeway 4100 653173 884 1509 0.572 11 3 Ramp 4500 553174 1510 895 0.52 11 1 Ramp 1500 553175 1510 862 0.893 12 2 Freeway 4100 653176 686 891 0.87 11 2 Major Arterial 3300 453177 961 975 1.349 12 2 Freeway 4100 653178 1826 1099 0.334 12 2 Freeway 4100 653179 1528 2458 0.228 12 2 Freeway 4100 653180 1338 1341 0.288 12 2 Freeway 4100 653181 1771 764 0.305 11 1 Major Arterial 1200 453182 1351 1352 0.517 11 1 Major Arterial 1200 453183 1352 1351 0.517 11 1 Major Arterial 1200 453184 1352 1534 0.178 11 1 Major Arterial 1700 453185 1534 1352 0.178 11 1 Major Arterial 1700 453186 776 1354 0.654 11 1 Minor Arterial 1700 403187 1354 776 0.654 11 1 Minor Arterial 1700 403188 820 826 0,165 11 1 Major Arterial 1700 453189 826 820 0.165 11 1 Major Arterial 1700 453190 1350 1735 3.254 11 1 Major Arterial 1300 553191 1735 1350 31254 11 1 Major Arterial 1300 55Page 56 of 91Appendix C -Page 57 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# -od -Nce Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft Lanes Roda ye Rate (.vehlhr)
FF(mh3192 81 1359 0.923 11 1 Major Arterial 1200 403193 1359 81 0.923 11 1 Major Arterial 1200 403194 1361 1735 1.925 11 1 Major Arterial 1300 553195 1735 1361 1.925 11 1 Major Arterial 1300 553196 899 2428 0.481 11 1 Minor Arterial 1700 403197 2428 899 0.481 11 1 Minor Arterial 1700 403198 911 916 0.161 11 2 Major Arterial 3300 453199 916 911 0.161 11 2 Major Arterial 3300 453200 880 931 .1.222 11 2 Minor Arterial 3300 403201 931 880 1.222 11 2 Minor Arterial 3300 403202 1368 1538 0.292 11 2 Major Arterial 3300 453203 1538 1368 0.292 11 2 Major Arterial 3300 453204 915 1365 1.218 11 1 Collector
/Local Road 1700 403205 1365 915 1.218 11 1 Collector
/Local Road 1700 403206 1542 1543 0.222 11 2 Major Arterial 3300 453207 1543 1542 0.222 111 2 Major Arterial 3300 45 _3208 955 1379 0.232 11 2 Major Arterial 3300 453209 1379 955 0.232 11 2 Major Arterial 3300 453210 970 1377 0.272 111Major Arterial 1700 453211 1377 970 0.272 111Major Arterial 1700 453212 979 1548 0.359 111Principal Arterial 1700 45 _3213 1548 979 0.359 111Principal Arterial 1700 45 _3214 1387 1555 0.246 12 2 Major Arterial 2850 353215 1555 1387 0.246 12 2 Major Arterial 2850 353216 977 1390 0.838 1 11 1 Minor Arterial 1700 403217 1390 977 0.838 11 1 Minor Arterial 1700 403218 1555 1562 0.314 11 1 Major Arterial 1700 453219 1562 1555 0.314 11 1 Major Arterial 1700 453220 1394 1550 1.872 11 1 Minor Arterial 1700 403221 1550 1394 1.872 11 1 Minor Arterial 1700 403222 1556 1559 0.298 11 1 Minor Arterial 1700 403223 11559 1556 0.298 11 1 Minor Arterial 1700 403224 1559 1562 0.252 11 1 Minor Arterial 1700 403225 1562 1559 0.252 11 1 Minor Arterial 1700 40 _3226 1396 1570 0.235 11 1 Minor Arterial 1700 403227 1570 1396 0.235 11 1 Minor Arterial 1700 403228 993 1017 0.578 11 1 Minor Arterial 1700 403229 1017 993 0.578 11 1 Minor Arterial 1700 403230 1045 1570 0.385 11 1 minor Arterial 1700 403231 1570 1045 0.385 11 1 Minor Arterial 1700 403232 .1396 1576 1.488 11 1 Minor Arterial 1700 403233 11576 1396 1.488 11 1 Minor Arterial 1700 403234 1402 1580 0.747 11 1 Minor Arterial 1700 403235 1580 1402 0.747 11 1 Minor Arterial 1700 403236 1073 1586 0.828 11 1 Minor Arterial 1700 403237 1586 1073 0.828 11 1 Minor Arterial 1700 403238 1581 1607 0.592 12 2 Major Arterial 2850 353239 1607 1581 0.592 12 2 Major Arterial 2850 353240 1405 1604 1.868 11 1 Major Arterial 1700 453241 1604 1405 1.868 11 1 Major Arterial 1700 453242 1013 1596 1.206 11 1 Minor Arterial 1200 403243 1596 1013 1.206 1 11 1 Minor Arterial 1200 403244 1597 1598 1.357 11 1 Minor Arterial 1700 403245 1598 1597 1.357 11 1 Minor Arterial 1700 403246 1575 1603 2.14 11 1 Minor Arterial 1700 403247 1603 11575 2.14 11 1 Minor Arterial 1700 403248 1598 11602 11.973 1 11 2 Minor Arterial 3300 40Page 57 of 91Appendix C -Page 58 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)_______(mi)
Width (ft) Lanes Rate_____
________3249 1602 1598 1.973 11 2 Minor Arterial 3300 403250 1599 1595 0.3 11 1 Principal Arterial 1700 453251 1091 1606 0.629 11 1 Minor Arterial 1700 403252 1606 1091 0.629 11 1 Minor Arterial 1700 403253 1105 1612 1.006 11 1 Minor Arterial 1700 403254 1612 1105 1.006 11 1 Minor Arterial 1700 403255 1412 1617 0.148 12 1 Major Arterial 1700 353256 1617 1412 0.148 12 1 Major Arterial 1700 353257 1415 1619 3.007 11 1 Major Arterial 1700 453258 1619 1415 3.007 11 1 Major Arterial 1700 453259 1142 1614 0.88 11 2 Collector
/Local Road 3300 403260 1614 1142 0.88 11 2 Collector!
Local Road 3300 403261 1106 1623 1.144 11 1 Principal Arterial 1700 453262 1623 1106 1.144 11 1 Principal Arterial 1700 453263 1618 1621 0.974 11 1 Major Arterial 1700 503264 1621 1618 0.974 11 1 Major Arterial 1700 503265 1426 1616 0.904 12 1 Major Arterial 1700 253266 1616 1426 0.904 12 1 Major Arterial
___1700 253267 1114 1628 1.307 11 2 Principal Arterial 3400 453268 1628 1114 1.307 11 2 Principal Arterial 3400 453269 1144 1147 0.105 11 2 Principal Arterial 3400 453270 1147 1144 0.105 11 2 Principal Arterial
___3400 45 _3271 1130 1641 1.084 11 1 Minor Arterial 1700 403272 1641 1130 1.084 11 1 Minor Arterial 1700 403273 1601 1639 2.387 11 1 Minor Arterial 1700 403274 1639 1601 2.387 11 1 Minor Arterial 1700 40 _3275 1624 1637 2.237 11 1 Minor Arterial 1700 403276 1637 1624 2.237 11 1 Minor Arterial 1700 403277 11410 1637 2.956 11 1 Minor Arterial 1700 403278 1637 1410 2.956 11 1 Minor Arterial 1700 403279 1434 1639 0.728 11 1 Minor Arterial 1700 403280 1639 1434 0.728 11 1 Minor Arterial 1700 403281 1639 1656 2.876 11 1 Minor Arterial 1700 403282 1656 1639 2.876 11 1 Minor Arterial 1700 403283 1417 1443 3.482 11 1 Minor Arterial 1700 403284 1443 1417 3.482 11 1 Minor Arterial 1700 403285 1192 1662 0.675 11 1 Minor Arterial 1700 403286 1662 1192 0.675 11 1 Minor Arterial 1700 403287 1172 1441 4.006 11 1 Minor Arterial 1200 403288 1441 1172 4.006 11 1 Minor Arterial 1200 403289 1442 1639 1.49 11 1 Minor Arterial 1700 40 _3290 1639 1442 1.49 11 1 Minor Arterial 1700 403291 1213 1444 1.72 11 1 Collector/
Local Road 1700 40 _3292 1444 1213 1.72 11 1 Collector/
Local Road 1700 40 _3293 1654 1666 1.811 11 1 Minor Arterial 1700 403294 1666 1654 1.811 _ 11 1 Minor Arterial 1700 40 _3295 1501 1668 0.284 11 1 Minor Arterial 1700 403296 1668 1501 0.284 11 1 Minor Arterial 1700 403297 1447 1667 2.65 11 1 Major Arterial 1200 453298 1667 1447 2.65 11 1 Major Arterial 1200 453299 1454 1668 1.617 11 1 Minor Arterial 1700 403300 1668 1454 1.617 11 1 Minor Arterial 1700 403301 1450 1670 2.298 11 1 Major Arterial 1200 453302 1670 1450 2.298 11 1 Major Arterial 1200 453303 1448 1671 0.576 10 1 Collector/
Local Road 1100 353304 1671 1448 0.576 10 1 Collector/
Local Road 1100 353305 1211 11674 1.282 11 2 Minor Arterial 3300 45Page 58 of 91Appendix C -Page 59 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow FS mhLink# UNod 0-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)__S(mh 3306 1674 1211 1.282 11 2 Minor Arterial 3300 453307 1245 1450 4.261 11 1 Major Arterial 1200 453308 1450 1245 4.261 11 1 Major Arterial 1200 453309 1648 1676 2.555 11 1 Major Arterial 1700 453310 1676 1648 2.555 11 1 Major Arterial 1700 453311 1452 1673 0.59 11 1 Collector
/Local Road 1700 403312 1673 1452 0.59 11 1 Collector
/Local Road 1700 403313 1240 1676 1.211 1 11 1 Minor Arterial 1700 453314 1676 1240 1.211 11 1 Minor Arterial 1700 453315 1453 1459 0.355 11 1 Collector/
Local Road 1700 403316 1459 1453 0.355 11 1 Collector/
Local Road 1700 403317 1460 1678 0.483 11 1 Major Arterial 1700 453318 1678 1460 0.483 11 1 Major Arterial 1700 453319 1464 1680 0.687 1 11 1 Minor Arterial 1700 403320 1680 1464 0.687 11 1 Minor Arterial 1700 403321 1254 1252 0.518 12 2 Freeway 4100 603322 1688 1254 0.441 12 2 Freeway 4100 603323 1681 1778 3.259 11 1 1 Collector/
Local Road 1700 403324 1778 1681 3.259 11 1 Collector/
Local Road 1700 403325 1260 1464 0.479 11 1 Major Arterial 1700 453326 1464 1260 0.479 11 1 Major Arterial 1700 453327 1466 1684 0.694 11 1 Major Arterial 1700 453328 1684 1466 0.694 11__ 1 Major Arterial 1700 453329 1468 1685 0.408 11 1 Major Arterial 1700 453330 1685 1468 0.408 11 1 Major Arterial 1700 453331 1697 1843 0.23 12 2 Freeway 4100 603332 1478 1698 0.595 11 1 Minor Arterial 1700 403333 11698 1478 0.595 11 1 Minor Arterial 1700 403334 1476 1478 0.178 11 1 MajorArterial 1700 453335 1478 1476 0.178 11 1 Major Arterial 1700 453336 1478 1702 0.321 11 1 Major Arterial 1700 453337 1702 1478 0.321 11 1 Major Arterial 1700 453338 1481 1702 0.203 11 1 Major Arterial 1200 453339 1702 1481 0.203 11 1 Major Arterial 1200 453340 1481 1490 0.835 11 1 Major Arterial 1700 453341 1490 1481 0.835 11 1 Major Arterial 1700 453342 1503 1716 0.761 11 1 Collector
/ Local Road 1200 403343 1716 1503 0.761 11 1 Collector/
Local Road 1200 403344 1494 2293 0.036 11 1 Minor Arterial 1700 403345 2293 1494 0.036 1 11 1 Minor Arterial 1700 403346 1724 2467 3.17 11 1 Minor Arterial 1200 403347 2467 1724 3.17 11 1 Minor Arterial 1200 403348 1723 2442 0.158 11 1 Minor Arterial 1700 453349 2442 1723 0.158 11 1 Minor Arterial 1700 453350 1721 1723 1.054 12 1 Minor Arterial 1700 353351 1723 1721 1.054 12 1 Minor Arterial 1700 353352 1724 1726 2.857 11 1 Major Arterial 1200 453353 1726 1724 2.857 11 1 Major Arterial 1200 453354 1499 1727 1.019 11 1 Major Arterial 1200 453355 1727 1499 1.019 11 1 Major Arterial 1200 453356 899 1737 0.598 11 1 Principal Arterial 1700 453357 1737 899 0.598 11 1 Principal Arterial 1700 453358 849 839 0.382 12 1 Ramp 1500 353359 1745 979 0.411 11 2 Principal Arterial 3400 453360 1468 1689 0.431 11 1 Major Arterial 1700 453361 1689 1468 0.431 11 1 Ma ,jor Arterial 1700 453362 1293 1479 1.059 11 1 Minor Arterial 1700 40Page 59 of 91Appendix C -Page 60 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)
FS(mh3363 1479 1293 1.059 11 1 Minor Arterial 1700 403364 1692 1749 0.512 11 2 Principal Arterial 3400 453365 1749 1692 0.512 11 2 Principal Arterial 3400 453366 1690 1749 0.392 11 2 Principal Arterial 3400 453367 1749 1690 0.392 11 2 Principal Arterial 3400 453368 1479 1749 0.459 11 2 Principal Arterial 3400 453369 1749 1479 0.459 11 2 Principal Arterial 3400 453370 1463 1749 0.267 11 2 Principal Arterial 3400 453371 1749 1463 0.267 11 2 Principal Arterial 3400 453372 1719 1750 0.448 11 1 Minor Arterial 1200 403373 1750 1719 0.448 11 1 Minor Arterial 1200 403374 1717 1719 0.892 12 1 Major Arterial 1100 353375 1719 1717 0.892 12 1 Major Arterial 1100 353376 11322 1721 0.92 11 1 Major Arterial 1700 453377 1721 1322 0.92 11 1 Major Arterial 1700 453378 1691 1768 1.596 11 1 Major Arterial 1200 453379 1768 1691 1.596 11 1 Major Arterial 1200 453380 1757 1297 0.481 12 2 Freeway 4100 653381 1761 1736 1.04 12 2 Freeway 4100 603382 1730 1765 0.808 11 1 Majo rArterial 1700 453383 1765 1730 0.808 11 1 Major Arterial 1700 453384 1731 1765 0.227 11 1 Major Arterial 1700 453385 1765 1731 0.227 11 1 Major Arterial 1700 453386 1686 1694 0.775 11 1 Major Arterial 1700 453387 1694 1686 0.775 11 1 Maor Arterial 1700 45 _3388 1473 1698 0.941 10 1 Collector
/ Local Road 800 153389 1698 1473 0.941 10 1 Collector
/ Local Road 800 153390 1347 1350 1.458 11 1 Major Arterial 1200 453391 1350 1347 1.458 11 1 Major Arterial 1200 453392 1658 1669 1.211 11 1 Principal Arterial 1600 453393 1669 1658 1.211 11 1 Principal Arterial 1600 453394 1646 1436 0.326 10 1 Collector
/ Local Road 1700 253395 1499 1718 5.59 11 1 Major Arterial 1200 453396 1718 1499 5.59 11 1 Major Arterial 1200 453397 1009 1007 0.074 11 2 Minor Arterial 3300 403398 1726 1838 1.084 11 1 Major Arterial 1200 453399 1838 1726 1.084 11 1 Major Arterial 1200 453400 1576 1586 0.643 11 1 Minor Arterial 1700 403401 1586 1576 0.643 11 1__ Minor Arterial 1700 403402 1107 1616 0.706 11 1 Minor Arterial 1700 403403 1616 1107 0.706 11 1__ Minor Arterial 1700 403404 954 1387 0.622 11 1 Major Arterial 1700 453405 1387 954 0.622 11 Major Arterial 1700 453406 1005 1343 0.125 11 2 Minor Arterial 3300 403407 985 1551 0.3 11 2 Minor Arterial 3300 403408 1551 985 0.3 11 2 Minor Arterial 3300 403409 1107 1421 1.153 11 1 Minor Arterial 1700 403410 1421 1107 1.153 11 1 Minor Arterial 1700 403411 1107 1594 1.625 11 1 Minor Arterial 1700 403412 1594 1107 1.625 11 1 Minor Arterial 1700 403413 1517 1072 0.477 12 1 Ramp 1500 353414 975 708 2.834 1 12 2 Freeway 4100 653415 707 976 2.87 12 2 Freeway 4100 653416 929 1538 0.18 11 2 Minor Arterial 3300 403417 1538 929 0.18 11 2 Minor Arterial 3300 403418 11556 1570 0.376 11 1 Minor Arterial 1700 403419 11570 1556 0.376 11 1 Minor Arterial 1700 40Page 60 of 91Appendix C -Page 61 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# U-ode -Nod Jl! Width (ft) Lanes Roda ye Rate (vehlhr)
FF(mh3420 1390 1396 0.5 11 1 Minor Arterial 1700 40 _3421 1396 1578 0.264 11 1 Minor Arterial 1700 403422 1578 1396 0.264 11 1 Minor Arterial 1700 403423 1016 1585 2.42 11 1 Minor Arterial 1700 403424 1585 1016 2.42 11 1 Minor Arterial 1700 40 _3425 1587 1594 0.675 11 1 Minor Arterial 1700 40 _3426 1594 1587 0.675 11 1 Minor Arterial 1700 403427 1581 1583 0.234 1 11 2 Minor Arterial 3300 403428 1583 1581 0.234 11 2 Minor Arterial 3300 403429 1431 1619 1.464 11 1 Collector
/Local Road 1700 403430 1619 1431 1.464 11 1 Collector
/Local Road 1700 403431 1189 1218 0.498 10 1 Collector/
Local Road 1100 253432 1218 1189 0.498 10 1 Collector/
Local Road 1100 253433 910 1542 1.144 1 11 1 Minor Arterial 1700 403434 1542 910 1.144 11 1 Minor Arterial 1700 403435 974 977 0.377 11 1 Collector
/ Local Road 1700 403436 977 974 0.377 11 1 Collector
/ Local Road 1700 403437 969 1376 0.263 11 1 Major Arterial 1700 453438 1376 969 0.263 11 1 Major Arterial 1700 453439 1376 1386 0.34 11 1 Minor Arterial 1700 403440 1386 1376 0.34 11 1 Minor Arterial
___1700 403441 1479 1707 0.344 11 2 Principal Arterial 3400 453442 1707 1479 0.344 11 2 Principal Arterial 3400 453443 1260 1733 0.234 11 2 Major Arterial 3300 453444 1733 1260 0.234 11 2 Major Arterial 3300 453445 1386 1543 1.056 1 11 2 Minor Arterial 3300 403446 1543 1386 1.056 11 2 Minor Arterial 3300 403447 1349 1351 0.758 11 1 Major Arterial 1700 453448 1351 1349 0.758 11 1 Major Arterial 1700 453449 1382 1560 1 10 1 Collector
/ Local Road 800 153450 1560 1382 1 10 1 Collector
/ Local Road 800 153451 1419 1648 1.363 11 1 Minor Arterial 1700 403452 1648 1419 1.363 11 1 Minor Arterial 1700 403453 1417 1419 0.849 11 1 Major Arterial 1700 453454 1419 1417 0.849 11 1 Major Arterial 1700 453455 759 1507 0.577 12 2 Freeway 4100 603456 765 685 1.159 12 2 Freeway 4100 603457 982 1385 0.835 11 1 Principal Arterial 1700 453458 11385 982 0.835 11 1 Principal Arterial 1700 453459 1591 1615 1.499 11 1 _ Minor Arterial 1700 403460 1615 1591 1.499 11 1 Minor Arterial 1700 403461 1624 1656 2.027 11 1 Minor Arterial 1700 403462 1656 1624 2.027 11 1 Minor Arterial 1700 403463 1695 1783 0.763 11 1 Major Arterial 1700 453464 1783 1695 0.763 11 1 Major Arterial 1700 453465 1411 1782 0.195 11 1 Collector/
Local Road 1700 403466 1782 1411 0.195 11 1 Collector
/Local Road 1700 403467 1411 1418 0.609 11 1 Collector
/Local Road 1700 403468 1418 1411 0.609 11 1 Collector/
Local Road 1700 403469 11832 1432 0.584 12 1 Minor Arterial 1700 353470 1432 1182 0.584 12 1 Minor Arterial 1700 353471 1746 1782 0.381 11 1 Collector/
Local Road 1700 403472 1782 1746 0.381 11 1 Collector
/Local Road 1700 403473 937 1373 0.649 11 1 Principal Arterial 1700 453474 1373 937 0.649 11 1 Principal Arterial 1700 453475 1158 1650 0.861 11 2 Minor Arterial 3300 453476 1650 1158 0.861 11 2 Minor Arterial 3300 45Page 61 of 91Appendix C -Page 62 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____3477 1625 1643 1.279 11 1 Minor Arterial 1200 403478 1643 1625 1.279 11 1 Minor Arterial 1200 403479 1480 1791 0.251 11 1 Minor Arterial 1700 403480 1791 1480 0.251 11 1 Minor Arterial 1700 403481 1685 1691 1.489 11 1 Major Arterial 1200 453482 1691 1685 1.489 11 1 Major Arterial 1200 453483 1705 1756 0.69 11 1 Major Arterial 1700 453484 1756 1705 0.69 1 11 1 Major Arterial 1700 453485 1314 1705 0.395 11 1 Major Arterial 1700 453486 1705 1314 0.395 11 1 Major Arterial 1700 453487 1308 1718 1.679 11 1 Minor Arterial 1200 403488 1718 1308 1.679 11 1 Minor Arterial 1200 403489 1142 1646 0.449 11 1 Collector
/Local Road 1700 403490 1646 1142 0,449 11 1 Collector
/Local Road 1700 403491 1433 1641 0.413 12 1 Minor Arterial 1700 353492 1641 1433 0.413 12 1 Minor Arterial 1700 353493 1793 1845 0.562 11 2 Major Arterial 3300 453494 1682 1704 1.865 11 1 Minor Arterial 1200 403495 1704 1682 1.865 11 1 Minor Arterial 1200 403496 1765 2466 0.85 11 1 Major Arterial 1700 453497 2466 1765 0.85 11 1 Mjr Arterial 1700 453498 1728 1800 0.862 11 1 Major Arterial 1700 453499 1800 1728 0.862 11 1 Major Arterial 1700 453500 1731 1758 1.374 11 1 Major Arterial 1700 453501 1758 1731 1.374 11 1 Major Arterial 1700 453502 1666 1673 1.512 11 1 Collector/
Local Road 1700 403503 1673 1666 1.512 11 1 Collector/
Local Road 1700 403504 790 1351 0.832 11 1 Minor Arterial 1700 403505 1351 790 0.832 11 1 Minor Arterial 1700 403506 1397 1582 0.224 11 2 Minor Arterial 3300 403507 1582 1397 0.224 11 2 Minor Arterial 3300 403508 1819 1814 0.47 12 1 Ramp 1500 53509 1409 1618 0.62 11 2 Principal Arterial 3400 453510 1618 1409 0.62 11 2 Principal Arterial 3400 45*3511 1816 1818 0.499 12 2 Freeway 4100 603512 1400 1409 0.733 10 1 Collector/
Local Road 800 153513 1409 1400 0.733 10 1 Collector/
Local Road 800 153514 1422 1633 0.936 11 1 Major Arterial 1700 453515 1633 1422 0.936 11 1 Major Arterial
___1700 453516 1430 1645 0.429 11 1 Minor Arterial
___1700 403517 1645 1430 0.429 11 1 Minor Arterial 1700 403518 1429 1437 0.685 11 1 Minor Arterial 1700 403519 1437 1429 0.685 11 1 Minor Arterial 1700 403520 1425 1429 0.551 1 11 1 Minor Arterial 1700 403521 1429 1425 0.551 11 1 Minor Arterial 1700 403522 1729 1767 3.755 11 1 Major Arterial 1200 453523 1767 1729 3.755 11 1__ Major Arterial 1200 453524 1461 1466 0.652 12 2 Minor Arterial 2850 353525 1466 1461 0.652 12 2 Minor Arterial 2850 353526 1188 1192 0.039 11 1 Minor Arterial 1700 403527 1192 1188 0.039 11 1 Minor Arterial 1700 403528 2417 1688 0.537 11 1 Ramp 1500 553529 1701 1751 1.473 11 1 Minor Arterial 1200 403530 1751 1701 1.473 11 1 Minor Arterial1204 3531 1500 1767 1.77 11 -1 Minor Arterial1204 3532 1767 1500 1.77 11 1 Minor Arterial1204 3533 1823 1688 0.328 12 2 Freeway 4100 6Page 62 of 91Appendix C -Page 63 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda yo Rate (veh/hr)
FS(mh3534 1253 1697 0.695 12 2 Freeway 4100 60 _3535 1195 1197 0.364 12 2 Freeway 4100 65 _3536 1203 1740 9.569 12 2 Freeway 4100 653537 1278 1195 9.429 12 2 Freeway 4100 653538 1740 1824 0.165 12 2 Freeway 4100 65 _353-9 1844 1278 0.23 12 2 Freeway 4100 653540 1727 1767 5 11 1 Major Arterial 1200 453541 1767 1727 5 1 11 1 Major Arterial 1200 453542 1109 709 0.156 12 2 Freeway 4100 653543 1527 1131 0.831 12 2 Freeway 4100 653544 703 1527 1.115 12 2 Freeway 4100 553545 1154 1145 0.803 12 2 Freeway 4100 603546 1160 1739 1.735 12 2 Freeway 4100 603547 1524 1149 1.969 12 2 Freeway 4100 603548 712 1160 0.168 12 2 Freeway 4100 603549 1687 1716 5.695 11 1 Major Arterial 1200 453550 1716 1687 5.695 11 1 Major Arterial 1200 453551 1498 1499 2.953 11 1 Minor Arterial 1200 403552 11499 1498 2.953 11 1 Minor Arterial 1200 403553 1610 2468 1.483 11 1 Minor Arterial 1200 403554 2468 1610 1.483 11 1 Minor Arterial 1200 403555 1258 1460 0.79 11 1 Major Arterial 1700 453556 1460 1258 0.79 11 1 Major Arterial 1700 453557 1677 1678 0.291 11 1 Major Arterial 1700 453558 1678 1677 0.291 11 1 Major Arterial 1700 453559 1454 1457 0.327 11 1 Minor Arterial 1700 403560 1457 1454 0.327 11 1 Minor Arterial 1700 403561 1454 1755 1.505 11 1 Major Arterial 1700 453562 1755 1454 1.505 11 1 Major Arterial 1700 453563 979 1827 0.154 1 11 2 Principal Arterial 3400 453564 1661 1437 0.295 12 1 Ramp 1500 353565 1634 1640 1.643 11 2 Principal Arterial 3400 453566 1640 1634 1.643 11 2 Principal Arterial 3400 453567 1640 1427 0.694 11 2 Principal Arterial 3400 453568 1427 1628 0.767 11 2 Principal Arterial 3400 453569 1403 1595 0.95 11 1 Principal Arterial 1700 453570 1595 1403 0.95 11 1 Principal Arterial 1700 453571 939 1506 1.102 12 2 Freeway 4100 653572 1505 1741 0.626 12 2 Freeway 4100 653573 933 939 0.574 12 2 Freeway 4100 653574 1805 1808 0.591 12 2 Freeway 4100 653575 1812 1809 0.557 12 2 Freeway 4100 653576 1141 1525 0.239 12 2 Freeway 4100 653577 1833 2457 0.299 12 2 Freeway 4100 653578 1291 1275 1.799 12 2 Freeway 4100 653579 1271 1289 1.972 1 12 2 Freeway 4100 653580 1303 1301 0.339 12 2 Freeway 4100 653581 1299 1291 0.323 12 2 Freeway 4100 653582 1748 1757 0.178 12 2 Freeway 4100 653583 1301 1299 0.608 12 2 Freeway 4100 653584 1300 1311 1.275 12 2 Freeway 4100 653585 1840 1316 0.376 12 2 Freeway 4100 653586 1297 1300 0.363 12 2 1 Freeway 4100 653587 1332 1329 0.326 12 2 Freeway 4100 653588 1342 1334 0.375 1 12 2 Freeway 4100 653589 850 1743 0.755 12 2 Freeway 4100 653590 1 877 855 0.279 11 2 Principal Arterial 3400 45Page 63 of 91Appendix C -Page 64 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink~~~~
# -oe DNd m) Wdth (ft) Lanes Roda ye Rate (vehlhr)
____3591 858 875 0.237 11 2 Principal Arterial 3400 453592 1636 1164 0.643 12 2Freeway 4100 603593 713 1154 0.196 12 2 Freeway 4100 603594 1204 1203 0.207 12 2 Freeway 4100 653595 1595 1103 0.321 11 1 Principal Arterial 1700 453596 1600 1599 0.059 11 1 Principal Arterial 1700 453597 1599 1086 0.411 11 1 Minor Arterial 1700 403598 1086 1785 0.365 11 1 Minor Arterial 1700 403599 1120 1116 0.108 12 2 Freeway 4100 653600 1115 1411 0.237 11 1 Collector
/Local Road 1700 403601 1411 1115 0.237 11 1 Collector
/Local Road 1700 403602 1738 1526 0.124 12 2 Freeway 4100 653603 1523 1123 0.553 12 2 Freeway 4100 653604 1116 1109 0.266 12 2 Freeway 4100 653605 1129 1122 0.118 12 2 Freeway 4100 653606 981 997 0.65 11 2 Major Arterial 3300 453607 989 983 0.364 11 2 Major Arterial 3300 453608 999 994 0.334 11 2 Principal Arterial 3400 453609 988 996 0.472 11 2 Principal Arterial 3400 453610 994 987 0.311 11 2 Principal Arterial 3400 453611 997 990 0.336 11 2 Major Arterial 3300 453612 780 785 0.184 11 2 Major Arterial 3300 453613 700 732 0.527 12 2 Freeway 4100 653614 743 758 0,628 12 2 Freeway 4100 653615 911 907 0.595 11 2 Major Arterial 3300 453616 881 911 0.993 11 2 Major Arterial 3300 453617 996 1018 1.708 11 2 Principal Arterial 3400 453618 1026 999 1.707 11 2 Principal Arterial 3400 453619 1018 1030 2.177 11 2 Principal Arterial 3400 453620 741 739 0.116 11 2 Major Arterial 3300 453621 818 816 0.209 12 2 Freeway 4100 653622 794 1508 0.427 12 2 Freeway 4100 653623 1243 1846 0.514 12 2 Freeway 4100 653624 710 1825 0,401 12 2 Freeway 4100 653625 1087 1826 0.114 12 2 Freeway 4100 653626 1825 1079 0.231 12 2 Freeway 4100 653627 704 1057 0.274 12 2 Freeway 4100 653628 1054 1050 0.256 12 2 Freeway 4100 653629 1511 1772 1.678 12 2 Freeway 4100 653630 1514 1071 0.75 12 2 Freeway 4100 653631 1093 716 0.873 12 2 Freeway 4100 553632 1515 1516 1.049 12 2 Freeway 4100 553633 1061 1773 0.499 12 2 Freeway 4100 553634 1096 1067 0.518 11 2 Minor Arterial 3300 403635 885 696 0.837 12 2 Freeway 4100 653636 1276 1277 1.316 12 2 Freeway 4100 653637 1281 1284 2.129 12 2 Freeway 4100 653638 694 888 0.906 12 2 Freeway 4100 653639 869 885 0.592 12 2 Freeway 4100 653640 867 861 0.292 12 2 Freeway 4100 653641 702 869 0.385 12 2 Freeway 4100 653642 1200 1175 1.317 12 2 Freeway 4100 653643 719 1209 0.884 12 2 Freeway 4100 653644 1206 1853 1.952 12 2 Freeway 4100 653645 962 966 0.861 11 2 Minor Arterial 3300 403646 1222 1229 0.813 12 2 Freeway 4100 653647 11216 1219 0.253 12 2 Freeway 4100 65Page 64 of 91Appendix C -Page 65 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)______ ______ (mi) Width (ft) Lanes Rate_____
________3648 1219 1223 0.267 11 2 Major Arterial 3300 453649 1231 1226 0.386 11 2 Major Arterial 3300 453650 1230 1240 0.418 11 2 Minor Arterial 3300 403651 1240 1230 0.418 11 1 Minor Arterial 1700 403652 976 958 1.399 12 2 Freeway 4100 653653 930 924 0.12 12 2 Freeway 4100 653654 1468 1705 1.895 11 1 Major Arterial 1700 453655 1705 1468 1.895 1 11 1 Major Arterial 1700 453656 973 962 0.281 11 2 Minor Arterial 3300 403657 963 971 0.255 11 2 Minor Arterial 3300 403658 1734 1778 1.34 11 2 Major Arterial 3300 453659 1778 1734 1.34 11 2 Major Arterial 3300 453660 1262 1848 0.162 1 10 2 Collector
/ Local Road 1600 153661 1264 1828 0.885 10 2 Collector/lLocal Road 1600 153662 883 693 0.855 11 2 Major Arterial 3300 453663 829 799 0.543 12 2 Freeway 4100 603664 1051 1578 0.095 11 2 Minor Arterial 3300 403665 1578 1051 0.095 11 2 Minor Arterial 3300 403666 1057 1069 0.168 1 12 2 Freeway 4100 653667 1082 1054 0.209 12 2 Freeway 4100 653668 1047 1587 0.18 11 1 Minor Arterial 1700 403669 1587 1047 0.18 11 1 Minor Arterial 1700 403670 1224 1220 0.623 12 2 Freeway 4100 653671 1221 1217 0.351 12 2 Freeway 4100 653672 1220 1225 0.277 1 12 2 Freeway 4100 653673 1228 1221 0.237 12 2 Freeway 4100 653674 945 952 0.153 11 2 Minor Arterial 3300 403675 954 950 0.121 11 1 Major Arterial 1700 453676 1212 1829 4.481 11 2 Minor Arterial 3300 403677 696 909 0.996 12 2 Freeway 4100 653678 801 802 0.206 11 2 Major Arterial 3300 453679 1851 1279 0.216 11 1 Ramp 1500 553680 1196 1653 0.352 11 1 Ramp 1500 553681 1653 1196 0.352 11 1 Ramp 1500 553682 1030 1014 0.865 11 2 Principal Arterial 3400 453683 1029 1026 2.777 11 2 Principal Arterial 3400 453684 769 774 0.143 11 1 Major Arterial 1700 453685 770 766 0.11 11 1 Major Arterial 1700 453686 771 765 0.459 12 2 Freeway 4100 603687 1849 1190 0.518 11 1 Minor Arterial 1700 403688 1182 1527 0.567 12 1 Ramp 1500 353689 1492 1713 0.976 11 1 Major Arterial 1200 453690 1713 1492 0.976 11 1 Major Arterial 1200 453691 1239 1846 1.082 11 1 -Ramnp 1500 553692 1241 1242 0.881 12 2 Freeway 4100 653693 1818 1761 0.597 12 2 Freeway 4100 603694 1764 1819 0.68 12 2 Freeway 4100 603695 1856 1857 0.828 11 1 Major Arterial 1200 453696 1857 1856 0.828 11 1 Major Arterial 1200 453697 2284 2285 1.179 12 1 Major Arterial 1700 353698 2285 2284 1.179 12 1 Major Arterial 1700 353699 302 1939 0.874 11 1 Major Arterial 1700 453700 1939 302 0.874 11 1 Major Arterial 1700 453701 293 301 0.362 11 1 1 Major Arterial 1 1700 453702 301 293 0.362 11 1 Major Arterial 1700 453703 317 1860 0.275 11 1 Principal Arterial 1700 453704 1860 317 0.275 11 1 Principal Arterial 1700 45Page 65 of 91Appendix C -Page 66 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)(ml) Width (ft) Lanes Rate________
__________
3705 1862 1863 0.398 11 1 Minor Arterial 1700 403706 1863 1862 0.398 11 1 Minor Arterial 1700 403707 252 1725 3,587 11 1 Major Arterial 1200 453708 1725 252 3.587 11 1 Major Arterial 1200 453709 1864 1865 1.701 11 1 Major Arterial 1200 453710 1865 1864 1.701 11 1 Major Arterial 1200 453711 1872 1915 0.278 11 1 Major Arterial 1700 453712 1915 1872 0.278 11 1 Major Arterial 1700 453713 1871 1876 0.197 11 1 Major Arterial 1700 453714 1876 1871 0.197 11 1 Major Arterial 1700 453715 1876 1877 0.085 11 1 Major Arterial 1200 453716 1877 1876 0.085 11 1 Major Arterial 1200 453717 231 1879 1.088 11 1 Minor Arterial 1200 403718 1879 231 1.088 11 1 Minor Arterial 1200 403719 1885 1887 0.244 11 1 Major Arterial 1200 453720 1887 1885 0.244 1 11 1 Major Arterial 1200 453721 1891 1921 0.939 11 1 Major Arterial 1200 453722 1921 1891 0.939 11 1 Major Arterial 1200 453723 1892 1893 2.858 11 1 Minor Arterial 1200 403724 1893 1892 2.858 11 1 Minor Arterial 1200 403725 1894 2400 0.352 11 1 Major Arterial 1200 453726 2400 1894 0.352 11 1 Major Arterial 1200 453727 159 1897 0.258 11 2 Principal Arterial 3400 453728 1897 159 0.258 11 2 Principal Arterial 3400 453729 1903 1904 1.416 12 1 Major Arterial 1700 253730 1904 1903 1.416 12 1 Major Arterial 1700 253731 262 1906 0.314 11 1 Major Arterial 1200 453732 1906 262 0.314 11 1 Major Arterial 1200 453733 637 1938 0.524 12 1 Ramp 1500 353734 333 334 0.338 12 1 Minor Arterial 1700 353735 334 333 0.338 12 1 Minor Arterial 1700 353736 1895 1904 0.365 12 1 Major Arterial 1700 253737 1904 1895 0.365 12 1 Major Arterial 1700 253738 1904 1908 0.175 11 1 Major Arterial 1700 453739 1908 1904 0.175 11 1 Major Arterial 1700 453740 1895 1909 0.099 11 1 Minor Arterial 1700 403741 1909 1895 0.099 11 1 Minor Arterial 1700 403742 1909 1910 0.196 11 1 Minor Arterial 1700 403743 1910 1909 0.196 11 1 Minor Arterial 1700 403744 1908 1919 0.283 11 1 Major Arterial 1700 453745 1919 1908 0.283 11 1 Major Arterial 1700 453746 348 359 0.146 11 1 Minor Arterial 1700 403747 359 348 0.146 11 1 Minor Arterial 1700 403748 11874 1914 0.857 12 1 Major Arterial 1700 253749 1914 1874 0.857 12 1 Major Arterial 1700 253750 1871 1872 0.82 11 1 Major Arterial 1700 453751 1872 1871 0.82 11 1 Major Arterial 1700 453752 1916 2390 0.152 10 1 Collector/
Local Road 800 103753 12390 1916 0.152 1 10 1 Collector
/Local Road 800 103754 1918 2268 2.132 10 1 Collector/
Local Road 800 253755 2268 1918 2.132 10 1 Collector
/ Local Road 800 253756 1909 1919 0.167 11 1 Collector
/Local Road 1700 403757 1919 1909 0.167 11 1 Collector/
Local Road 1700 403758 11865 1920 0.378 10 -1 Collector
/ Local Road 800 153759 1920 1865 0.378 10 1 Collector/
Local Road 800 153760 1858 2284 1.161 11 1 Major Arterial 1700 453761 2284 1858 1.161 11 1 Major Arterial 1700 45Page 66 of 91Appendix C -Page 67 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)3762 1924 1927 0.377 11 1 Principal Arterial 1700 45 _3763 1927 1924 0.377 11 1 Principal Arterial 1700 453764 1929 1930 0.73 11 2 Principal Arterial 3400 453765 1930 1929 0.73 11 2 Principal Arterial 3400 453766 1544 1932 0.278 11 1 Principal Arterial 1600 503767 1932 1544 0.278 11 1 Principal Arterial 1600 503768 1933 1934 0.542 12 1 Principal Arterial 1700 353769 1934 1933 0.542 12 1 Principal Arterial 1700 353770 1860 2462 0.31 10 1 Collector
/ Local Road 800 153771 2462 1860 0.31 10 1 Collector/
Local Road 800 153772 316 674 0.198 12 2 Freeway 4100 503773 674 318 0.251 12 3 Ramp 4500 303774 322 315 0.283 12 1 Ramp 1500 353775 288 2286 0.48 11 1 Minor Arterial 1700 403776 2286 288 0.48 11 1 Minor Arterial 1700 403777 90 1940 1.323 11 2 Principal Arterial 3400 453778 1940 90 1.323 11 2 Principal Arterial 3400 453779 116 1942 0.124 11 1 Major Arterial 1200 453780 1943 2426 0.219 11 1 Collector/
Local Road 1200 403781 2426 1943 0.219 11 1 Collector
/ Local Road 1200 403782 1944 2379 0.492 11 2 Principal Arterial 3400 453783 2379 1944 0.492 11 2 Principal Arterial 3400 453784 1944 1958 0.257 11 1 Minor Arterial 1200 403785 1958 1944 0.257 11 1 Minor Arterial 1200 403786 1948 1949 0.163 11 1 Principal Arterial 1700 453787 1950 2427 1.161 11 2 Principal Arterial 3400 453788 2427 1950 1.161 11 2 Principal Arterial 3400 453789 1951 1947 0.184 11 1 Principal Arterial 1700 453790 1961 1952 0.159 11 1 Principal Arterial 1700 453791 1948 1952 0.184 11 1 Principal Arterial 1700 453792 1952 1954 0.4 11 1 Principal Arterial 1700 453793 1954 1956 0.329 12 1 Principal Arterial 1700 253794 1956 1954 0.329 12 1 Principal Arterial 1700 253795 1952 1951 0.09 11 1 Principal Arterial 1700 453796 1949 1961 0.188 11 2 Principal Arterial 3400 453797 1961 1949 0.188 11 2 Principal Arterial 3400 453798 157 1945 0.736 11 1 Principal Arterial 1600 503799 1945 157 0.736 11 1 Principal Arterial 1600 503800 1940 2372 0.588 11 2 Principal Arterial 3400 453801 2371 2372 0.403 11 2 Principal Arterial 3400 453802 2372 2371 0.403 11 2 Principal Arterial 3400 453803 2364 1965 0.212 11 2 Principal Arterial 3400 453804 2365 2364 0.295 11 2 Principal Arterial 3400 453805 1970 1974 0.083 11 1 Principal Arterial 1700 453806 1861 1972 0.148 11 1 Principal Arterial 1700 453807 306 1970 0.217 11 1 Principal Arterial 1700 453808 311 294 0.685 12 2 Freeway 4100 553809 368 1978 0.679 11 1 Major Arterial 1200 453810 1978 368 0.679 11 1 Major Arterial 1200 453811 1979 2042 0.494 11 1 Minor Arterial 1700 403812 2042 1979 0.494 11 1 Minor Arterial 1700 403813 367 606 0.134 11 1 Major Arterial 1200 453814 606 367 0.134 11 1 Major Arterial 1200 453815 599 1981 0.042 11 1 Major Arterial 1700 453816 632 2182 0.44 11 1 Major Arterial 1200 403817 2182 632 0.446 11 1 Major Arterial 1200 403818 1983 2248 0.328J 11 1 Minor Arterial 1700 40Page 67 of 91Appendix C -Page 68 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink # U-Node D-Nod Width (ft) Lanes Roda ye Rate (veh/hr)
FL mh3819 2248__ 1983__ 0.328 11 1 Minor Arterial 1700 403820 1987 1988 0.679 11 2 Major Arterial 3300 453821 1988 1987 0.679 11 2 Major Arterial 3300 453822 1996 2036 0.686 11 1 Minor Arterial 1700 403823 2036 1996 0.686 11 1 Minor Arterial 1700 403824 1997 1999 0.523 11 1 Collector!/
Local Road 1700 403825 1999 1997 0.523 11 1 Collector
/ Local Road 1700 403826 2001 449 0.168 12 2 Freeway 4100 603827 2031 2005 0.286 11 1 Principal Arterial 1700 453828 2003 2031 0.104 11 1 Collector!
Local Road 1700 403829 2031 2003 0.104 11 1 Collector
/ Local Road 1700 403830 2005 2004 0.105 11 1 Collector
/ Local Road 1700 403831 2004 2003 0.286 11 1 Principal Arterial 1700 453832 2019 2007 0.135 10 1 Collector!
Local Road ___800 153833 2008 2007 0.136 10 1 Collector!/
Local Road ___800 153834 2009 2013 0.105 11 1 Collector!/
Local Road 1700 403835 2013 2009 0.105 11 1 Collector
/Local Road 1700 403836 2010 2011 0.104 11 1 Principal Arterial
___1700 453837 2011 2010 0.104 11 1 Principal Arterial 1700 453838 2009 2015 0.111 11 1 Principal Arterial 1700 453839 2014 2015 0.104 11 1 Collector
/Local Road 1700 403840 2015 2014 0.104 11 1 Collector
/Local Road 1700 403841 2015 2018 0.108 11 1 Principal Arterial 1700 453842 2017 2018 0.103 11 1 Collector
/Local Road 1700 403843 2018 2017 0.103 11 1 Collector
/Local Road 1700 403844 2019 2020 0.463 11 1 Major Arterial 1700 453845 2020 2019 0.463 11 1 Major Arterial 1700 453846 2021 2022 0.146 11 1 Collector!/
Local Road 1700 403847 2022 2021 0.146 11 1 Collector!/
Local Road 1700 403848 2022 2010 0.726 11 1 Major Arterial 1700 453849 2011 2021 0.702 11 1 Major Arterial 1700 453850 2021 2024 0.543 11 1 Major Arterial 1700 453851 2023 2022 0.551 11 1 Major Arterial 1700 453852 2024 2023 0.151 11 1 Collector!/
Local Road 1700 403853 2027 2028 0.113 11 1 Collector!/
Local Road 1700 43854 2028 2027 0.113 11 1 Collector!/
Local Road 1700 403855 2027 2029 0.185 11 1 Major Arterial 1700 453856 2029 2027 0.185 11 1 Major Arterial 1700 453857 2034 2033 0.118 11 1 Principal Arterial 1700 45____3858 2040 2331 0.195 11 1 MajorArterial 1700 403859 2331 2040 0.195 11 1 Major Arterial 1700 403860 2041 2318 0.335 11 1 Collector!/
Local Road 1700 403861 2318 2041 0.335 11 1 Collector/
Local Road 1700 403862 2041 2042 0.334 11 1 Collector!
Local Road 1700 403863 2042 2041 0.334 11 1 Collector!I Local Road 1700 403864 2040 2330 0.44 11 1 Major Arterial 1700 403865 2330 2040 0.44 11 1 Major Arterial 1700 403866 2044 2045 0.202 11 1 Minor Arterial 1700 403867 2045 2044 0.202 11 1 Minor Arterial 1700 403868 2050 2325 0.163 11 1 Major Arterial 1200 453869 2325 2050 0.163 11 1 Major Arterial 1200 453870 2054 2055 0.232 11 1 Collector
/ Local Road 1200 403871 2055 2054 0.232 11 1 Collector!/
Local Road 1200 403872 2054 2057 0.147 1111 1 Collector!
Local Road 1700 403873 2057 2054 0.147 11 1 Collector/
Local Road 1700 403874 2056 2058 1.071 12 1 Major Arterial 1700 353875 2058 2056 1.071 12 1 Major Arterial 1700 35Page 68 of 91Appendix C -Page 69 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)
F mh3876 2058 2060 0.368 11 1 Major Arterial 1700 40 _3877 2060 2058 0.368 11 1 Major Arterial 1700 403878 2065 2067 0.569 10 1 Collector!/
Local Road 800 103879 2067 2065 0.569 10 1 Collector!
Local Road 800 103880 2323 2324 0.354 11 1 Major Arterial 1200 403881 2324 2323 0.354 11 1 Major Arterial 1200 403882 2066 2067 0.937 10 1 Collector!
Local Road 800 153883 2067 2066 0.937 1 10 1 Collector!/
Local Road 800 153884 2067 2068 0.865 10 1 Collector!/
Local Road 800 153885 2068 2067 0.865 10 1 Collector!/
Local Road 800 153886 2074 2247 0.934 10 1 Collector!
Local Road 800 153887 2247 2074 0.934 10 1 Collector!
Local Road 800 153888 2073 2077 0.608 12 1 Major Arterial 1700 253889 2077 2073 0.608 1 12 1 Major Arterial 1700 253890 2062 2078 0.525 11 1 Minor Arterial 1200 403891 2078 2062 0.525 11 1 Minor Arterial 1200 403892 2080 2083 1.119 11 1 Major Arterial 1700 403893 2083 2080 1.119 11 1 Major Arterial 1700 403894 603 2087 0.572 11 1 Collector!
Local Road 1700 403895 2087 603 0.572 111 Collector!
Local Road 1700 403896 2086 2089 0.856 111 Major Arterial 1700 453897 2089 2086 0.856 111 Major Arterial 1700 453898 2088 2093 1.632 111 Collector!/
Local Road 1700 403899 2093 2088 1.632 111 Collector!/
Local Road 1700 403900 191 2093 0.422 111 Collector!
Local Road 1700 403901 2093 191 0.422 1 11 1 Collector!/
Local Road 1700 403902 191 2094 0.619 10 1 Collector!/
Local Road 800 153903 2094 191 0.619 10 1 Collector!/
Local Road 800 153904 196 209 .5 1.375 11 1 Collector/
Local Road 1200 403905 2095 196 1.375 11 1 Collector
/ Local Road 1200 403906 2095 2097 2.122 10 1 Collector!
Local Road 800 153907 2097 2095 2.122 1 10 1 Collector!
Local Road 800 153908 2098 2099 0.856 111 Major Arterial 1200 453909 2099 2098 0.856 111 Major Arterial 1200 453910 2103 2104 0.723 111 Major Arterial 1200 453911 2104 2103 0.723 111 Major Arterial 1200 453912 2107 2108 1.901 10 1 Collector
/Local Road 800 153913 2108 2107 1.901 10 1 Collector
/Local Road 800 153914 2107 2113 2.112 111 Major Arterial 1700 403915 2113 2107 2.112 111 Major Arterial 1700 403916 208 2346 0.819 111 Major Arterial 1700 453917 2346 208 0.819 111 Major Arterial 1700 453918 604 2114 0.719 111 Major Arterial 1200 453919 2114 604 0.719 11 1 Major Arterial 1200 453920 2118 2120 0.222 12 1 Major Arterial 1700 253921 2120 2118 0.222 12 1 Major Arterial 1700 253922 2118 2224 0.329 12 1 Major Arterial 1700 353923 2224 2118 0,329 12 1 Major Arterial 1700 353924 2120 2122 0.115 12 1 Major Arterial 1100 253925 2122 2120 0.115 12 1 Major Arterial 1100 253926 2114 2125 0.464 11 1 Major Arterial 1200 453927 2125 2114 0.464 11 1 Major Arterial 1200 453928 2128 2351 0.681 12 1 Major Arterial 1700 353929 2351 2128 0.681 12 1 Maior Arterial 1700 353930 2134 2135 1.258 11 1 Major Arterial 1200 453931 2135 2134 1.258 11 1 Major Arterial 1200 453932 249 2135 10.622 11 1 1 Major Arterial 1200 45Page 69 of 91Appendix C -Page 70 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)______ ______ (mi) Width (ft) Lanes Rate________
___________
3933 2135 249 0.622 11 1 Major Arterial 1200 453934 2139 2140 1.62 10 1 Collector
/Local Road 800 153935 2140 2139 1.62 10 1 Collector/
Local Road 800 153936 2141 2406 0.804 10 1 Collector/
Local Road 800 153937 2406 2141 0.804 10 1 Collector/
Local Road 800 153938 2294 2406 0.884 10 1 Collector/I Local Road 800 153939 2406 2294 0.884 10 1 Collector/
Local Road 800 153940 2145 2408 0.449 11 1 Major Arterial 1200 453941 2408 2145 0.449 11 1 Major Arterial 1200 453942 364 2254 3.35 11 2 Principal Arterial 3700 503943 2307 363 3.352 11 2 Principal Arterial 3700 503944 2154 2227 1.209 11 1 Collector/
Local Road 1200 403945 2227 2154 1.209 11 1 Collector/I Local Road 1200 403946 2155 2161 4.303 10 1 Collector
/Local Road 800 153947 2161 2155 4.303 10 1 Collector
/Local Road 800 153948 2163 2185 2.871 11 1 Collector
/Local Road 1200 403949 2185 2163 2.871 11 1 Collector/
Local Road 1200 403950 2165 2167 0.34 11 1 Major Arterial 1200 453951 2167 2165 0.34 11 1 Major Arterial 1200 453952 2166 2169 0.178 12 1 Principal Arterial 1700 253953 2169 2166 0.178 12 1 Principal Arterial 1700 253954 2169 2230 0.176 11 1 Principal Arterial 1700 453955 2230 2169 0.176 11 1 Principal Arterial 1700 453956 2170 2230 0.489 11 1 Principal Arterial 1600 453957 2230 2170 0.489 11 1 Principal Arterial 1600 453958 2336 2337 0.187 11 1 Major Arterial 1700 453959 2337 2336 0.187 11 1 Major Arterial 1700 453960 2165 2172 2.852 11 1 Major Arterial 1200 453961 2172 2165 2.852 11 1 Major Arterial 1200 453962 2175 2176 0.653 10 1 Collector/
Local Road 800 153963 2176 2175 0.653 10 1 Collector/
Local Road 800 153964 2178 2179 1.914 11 1 Major Arterial 1200 403965 2179 2178 1.914 11 1 Major Arterial 1200 403966 2164 2184 1.376 11 1 Collector/
Local Road 1700 403967 2184 2164 1.376 11 1 Collector
/ Local Road 1700 403968 2140 2184 1.437 10 1 Collector/
Local Road 800 153969 2184 2140 1.437 10 1 Collector
/ Local Road 800 153970 2186 2187 0.747 11 1 Major Arterial 1700 453971 2187 2186 0.747 11 1 Major Arterial 1700 453972 2186 2188 0.07 10 1 Collector
/Local Road 800 153973 2188 2186 0.07 10 1 Collector/
Local Road 800 153974 2190 2464 0.253 10 1 Collector/
Local Road 800 153975 2464 2190 0.253 10 1 Collector/I Local Road 800 153976 2188 2415 0.09 10 1 Collector/I Local Road 800 153977 2415 2188 0.09 10 1 Collector/
Local Road 800 153978 2188 2189 0.184 10 1 Collector
/Local Road 800 153979 2189 2188 0.184 10 1 Collector
/Local Road 800 153980 2186 2193 0.361 11 1 Major Arterial 1700 453981 2193 2186 0.361 11 1 Major Arterial 1700 453982 557 2197 0.2 11 1 Minor Arterial 1200 403983 2197 557 0.2 11 1 Minor Arterial 1200 403984 2208 2209 1.458 11 1 Collector
/ Local Road 1700 403985 2209 2208 1.458 11 1 Collector
/ Local Road 1700 403986 2213 2214 0.155 11 1 Major Arterial 1200 453987 2214 2213 0.155 11 1 Major Arterial 1200 453988 2217 2218 0.853 11 1 Collector
/Local Road 1200 1 403989 2218 12217 0.853 11 1 Collector
/ Local Road 1200 1 40Page 70 of 91Appendix C -Page 71 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLength Lane Number of Roadway Type Saturation FlowLink # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr)
FFS_(mph3990 2209 2218 0.309 11 1 Collector
/ Local Road 1700 403991 2218 2209 0.309 11 1 Collector/
Local Road 1700 403992 2076 2077 1,775 10 1 Collector
/ Local Road 800 153993 2077 2076 1,775 10 1 Collector
/ Local Road 800 153994 2156 2229 3.887 11 1 Collector/
Local Road 1200 403995 2229 2156 3.887 11 1 Collector
/ Local Road 1200 403996 2060 2355 0,192 11 1 Major Arterial 1700 403997 2355 2060 0,192 11 1 Major Arterial 1700 403998 554 664 0,203 12 1 Ramp 1500 353999 665 556 0.211 12 1 Ramp 1500 354000 630 547 0.091 12 2 Freeway 4100 654001 2234 2237 0,673 11 1 Collector
/ Local Road 1700 404002 2237 2234 0.673 11 1 Collector
/ Local Road 1700 404003 2196 2235 0,399 11 1 Collector/
Local Road 1200 404004 2235 2196 0.399 11 1 Collector/
Local Road 1200 404005 2236 2237 0,241 11 1 Collector/
Local Road 1700 404006 2237 2236 0.241 11 1 Collector/
Local Road 1700 404007 532 2237 0.492 11 1 Major Arterial 1700 454008 2237 532 0.492 11 1 Major Arterial 1700 454009 2238 2358 0.273 11 1 Principal Arterial 1700 454010 2358 2238 0.273 11 1 Principal Arterial 1700 454011 2231 2239 0.998 11 1 Principal Arterial 1700 454012 2239 2231 0.998 11 1 Principal Arterial 1700 454013 2253 2001 0,145 12 2 Freeway 4100 604014 516 681 0.181 11 2 Principal Arterial 3400 454015 681 525 0.168 11 2 Principal Arterial 3400 454016 2018 2006 0.312 11 1 Principal Arterial 1700 454017 367 2055 2.519 11 1 Minor Arterial 1200 404018 2055 367 2.519 11 1 Minor Arterial 1200 404019 1978 2181 3.043 11 1 Major Arterial 1200 404020 2181 1978 3.043 11 1 Major Arterial 1200 404021 606 2246 0.85 11 1 Major Arterial 1200 454022 2246 606 0.85 11 1 Major Arterial 1200 454023 584 667 0.156 12 1 Ramp 1500 354024 666 592 0.428 12 2 Freeway 4100 654025 666 587 0.166 12 1 Ramp 1500 354026 591 667 0.342 12 2 Freeway 4100 654027 680 2238 1.236 11 1 Principal Arterial 1700 454028 2238 680 1.236 11 1 Principal Arterial 1700 454029 248 251 0.735 12 2 Freeway 4100 654030 655 246 0.739 12 2 Freeway 4100 654031 529 526 1.395 12 2 Freeway 4100 654032 664 577 2.82 12 2 Freeway 4100 654033 658 2029 0.126 12 1 Ramp 1500 354034 2027 454 0.096 11 1 Major Arterial 1700 454035 2251 2027 0.05 11 1 Major Arterial 1700 454036 2251 641 0.156 12 1 Ramp 1500 354037 453 2028 0.105 12 1 Ramp 1500 354038 2026 659 0.118 12 1 Ramp 1500 354039 2252 492 0.068 11 2 Major Arterial 3300 454040 490 2252 0.068 11 2 Major Arterial 3300 454041 520 513 0.094 11 2 Principal Arterial 3400 454042 519 517 0.109 11 2 Principal Arterial 3400 454043 2005 2017 0.496 11 1 Principal Arterial 1700 454044 513 511 0.017 11 2 Principal Arterial 3400 454045 510 519 0.03 11 2 Principal Arterial 3400 454046 580 630 2.71 12 2 Freeway 4100 65Page 71 of 91Appendix C -Page 72 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)_____(ml)
Width (ft) LanesRae(hhr 4047 550 553 0.089 11 1 Minor Arterial 1200 404048 553 550 0.089 11 1 Minor Arterial 1200 404049 452 2251 0.067 11 1 Major Arterial 1700 454050 404 2267 0.116 11 1 Principal Arterial 1600 454051 2267 404 0.116 11 1 Principal Arterial 1600 454052 363 379 1.262 11 2 Principal Arterial 3700 504053 378 364 1.262 11 2 Principal Arterial 3700 504054 379 406 0.792 11 2 Principal Arterial 3700 504055 411 378 0.795 11 2 Principal Arterial 3700 504056 1966 2270 1.578 1 11 1 Major Arterial 1700 454057 2270 1966 1.578 11 1 Major Arterial 1700 454058 1866 2270 1.267 11 1 Major Arterial 1700 454059 2270 1866 1.267 11 i Major Arterial 1700 454060 332 1886 2.128 11 1 Major Arterial 1200 454061 1886 332 2.128 11 1 Major Arterial 1200 454062 611 1884 0.569 11 1 Major Arterial 1700 454063 1884 611 0.569 11 1 Major Arterial 1700 454064 1888 2271 0.516 11 1 Major Arterial 1200 404065 2271 1888 0.516 11 1 Major Arterial 1200 404066 1889 1890 0.365 12 1 Major Arterial 1700 354067 1890 1889 0.365 12 1 Major Arterial 1700 354068 2272 2413 2.193 11 1 Major Arterial 1200 454069 2413 2272 2.193 11 1 Major Arterial 1200 454070 2273 2276 0.448 12 1 Major Arterial 1100 354071 2276 2273 0.448 12 1 Major Arterial 1100 354072 2275 2413 0.681 11 1 Major Arterial 1200 404073 2413 2275 0.681 11 1 Major Arterial 1200 404074 2275 2276 0.672 11 1 Major Arterial 1200 404075 2276 2275 0.672 11 1 Major Arterial 1200 404076 1886 1921 2.647 11 1 Major Arterial 1200 454077 1921 1886 2.647 11 1 Major Arterial 1200 454078 1892 2275 3.515 11 1 Minor Arterial 1200 404079 2275 1892 3.515 11 1 Minor Arterial 1200 404080 1895 1905 1.059 11 1 Major Arterial 1700 454081 1905 1895 1.059 11 1 Major Arterial 1700 454082 198 1703 0.817 11 1 Major Arterial 1200 454083 1703 198 0.817 11 1 Major Arterial 1200 454084 642 1875 0.257 12 1 Major Arterial 1700 304085 1875 642 0.257 12 1 Major Arterial 1700 304086 1875 2280 0.237 12 1 Major Arterial 1700 354087 2280 1875 0.237 12 1 Major Arterial 1700 354088 1867 2272 0.291 11 1 Major Arterial 1700 404089 2272 1867 0.291 11 1 Major Arterial 1700 404090 1870 2407 0.285 12 1 Major Arterial 1100 354091 2407 1870 0.285 12 1 Major Arterial 1100 354092 1868 1869 0.691 12 1 Major Arterial 1100 354093 1869 1868 0.691 1 12 1 Major Arterial 1100 354094 2282 2400 1.379 11 1 Major Arterial 1300 504095 2400 2282 1.379 11 1 Major Arterial 1300 504096 1873 1914 0.676 11 1 Major Arterial 1700 454097 1914 1873 0.676 11 1 Major Arterial 1700 454098 1911 2300 0.161 12 1 Minor Arterial 1100 254099 2300 1911 0.161 12 1 Minor Arterial 1100 254100 612 1880 4.657 11 1 Minor Arterial 1200 404101 1880 612 4.657 11 1 1 Minor Arterial 1200 404102 1911 1913 1.052 12 1 Minor Arterial 1700 254103 1913 1911 1.052 12 1 Minor Arterial 1700 25Page 72 of 91Appendix C -Page 73 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)4104 2281 2283 0.246 11 1 Minor Arterial 1200 404105 2283 2281 0.246 11 1 Minor Arterial 1200 404106 1923 2475 0.534 11 1 Minor Arterial 1200 404107 2475 1923 0.534 11 1 Minor Arterial 1200 404108 610 612 4.59 11 1 Collector
/Local Road 1200 404109 612 610 4.59 11 1 Collector/
Local Road 1200 404110 610 1896 2.612 11 1 Principal Arterial 1600 454111 1896 610 2.612 11 1 Principal Arterial 1600 45 14112 263 627 0.845 12 2 Freeway 4100 654113 2290 559 0.035 11 1 Major Arterial 1700 504114 362 356 0.156 12 2 Freeway 4100 604115 354 360 0.049 11 1 Major Arterial 1700 454116 360 354 0.049 11 1 Major Arterial 1700 454117 671 672 0.133 12 1 -Ramnp 1500 354118 671 682 0.553 12 2 Freeway 4100 604119 1936 640 0.545 12 2 Freeway 4100 604120 318 322 0.092 11 1 Minor Arterial 1700 404121 322 318 0.092 11 1 Minor Arterial 1700 404122 499 2266 3.896 11 1 Major Arterial 1200 454123 2266 499 3.896 11 1 Major Arterial 1200 454124 609 2317 0.161 11 1 Minor Arterial 1700 404125 2317 609 0.161 11 1 Minor Arterial 1700 404126 1916 1966 3.192 10 1 Collector/
Local Road 800 154127 1966 1916 3.192 10 1 Collector
/Local Road 800 154128 88 2422 0.42 11 1 Principal Arterial 1600 454129 2422 88 0.42 11 1 Principal Arterial 1600 454130 2289 2292 0.959 1 11 1 Collector/
Local Road 1200 404131 2292 2289 0.959 11 1 Collector
/ Local Road 1200 404132 1772 705 0.569 12 2 Freeway 4100 654133 705 706 0.801 12 2 Freeway 4100 654134 1775 1513 0.804 12 2Freeway 4100 654135 330 335 1.6 12 2 Freeway 4100 554136 625 326 1.534 12 2 Freeway 4100 554137 834 2257 0.853 11 2 Principal Arterial 3400 454138 2257 834 0.853 11 2 Principal Arterial 3400 454139 2187 2190 0.669 11 1 Collector/
Local Road 1700 404140 2190 2187 0.669 11 1 Collector
/Local Road 1700 404141 285 288 0.072 11 1 Major Arterial 1200 454142 288 285 0.072 11 1 Major Arterial 1200 454143 290 287 0.363 12 2 Freeway 4100 654144 289 291 0.487 12 2 Freeway 4100 654145 275 284 0.495 12 2 Freeway 4100 654146 282 2298 0.068 11 1 Minor Arterial 1700 404147 2298 282 0.068 11 1 Minor Arterial 1700 404148 1976 277 0.417 12 2 Freeway 4100 654149 267 269 0.112 11 1 Minor Arterial 1200 404150 269 267 0.112 11 1 Minor Arterial 1200 404151 1898 1906 1.835 10 1 Collector/
Local Road 800 154152 1906 1898 1.835 10 1 Collector
/Local Road 800 154153 231 2299 0.171 11 1 Minor Arterial 1200 404154 2299 231 0.171 11 1 Minor Arterial 1200 404155 234 242 1.431 12 2 Freeway 4100 654156 243 232 1.048 12 2 Freeway 4100 654157 629 243 5.064 12 2 Freeway 4100 654158 242 261 4.669 12 2 Freeway 4100 654159 287 1976 2.392 12 2 Freeway 4100 654160 284 289 2.406 12 2 Freeway 4100 65Page 73 of 91Appendix C -Page 74 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow F(mh______ ______ (mi) Width (ft) Lanes ___________
Rate (vehlhr)
FF(mh4161 217 234 6.92 12 2 Freeway 4100 654162 232 215 6.816 12 2 Freeway 4100 654163 578 666 3.712 12 2 Freeway 4100 654164 667 582 3.69 12 2 Freeway 4100 654165 201 207 0.289 11 1 Major Arterial 1200 454166 207 201 0.289 11 1 Major Arterial 1200 45 _4167 204 217 1,027 12 2 Freeway 4100 654168 215 200 1.106 12 2 Freeway 4100 654169 527 2301 1.463 12 1 2 Freeway 4100 654170 2086 2088 0.613 11 1 Major Arterial 1700 454171 2088 2086 0.613 11 1 Major Arterial 1700 45 _4172 1981 452 0.064 11 1 Major Arterial 1700 454173 182 2088 0.628 11 1 Major Arterial 1700 454174 2088 182 0.628 11 1 Major Arterial 1700 454175 181 186 0.653 11 1 Major Arterial 1700 454176 186 181 0.653 11 1 Major Arterial 1700 454177 1863 1874 2.81 11 1 Minor Arterial 1700 404178 1874 1863 2.81 11 1 Minor Arterial 1700 404179 2144 2302 0.155 11 1 Major Arterial 1700 454180 2302 2144 0.155 11 1 Major Arterial 1700 454181 2142 2302 0.463 11 1 Major Arterial 1200 454182 2302 2142 0.463 11 1 Major Arterial 1200 454183 299 1939 1.535 11 1 Minor Arterial 1700 404184 1939 299 1.535 11 1 Minor Arterial 1700 404185 1859 1939 0.758 11 1 Minor Arterial 1700 404186 1939 1859 0.758 11 1 Minor Arterial 1700 404187 2250 2305 0.45 11 1 Major Arterial 1700 454188 2305 2250 0.45 11 1 Major Arterial 1700 454189 1982 2305 1.18 11 1 Major Arterial 1700 454190 2305 1982 1.18 11 1 Major Arterial 1700 454191 2096 2303 1.356 11 1 Major Arterial 1200 454192 2303 2096 1.356 11 1 Major Arterial 1200 454193 2096 2145 1.423 11 1 Major Arterial 1200 454194 2145 2096 1.423 11 1 Major Arterial 1200 454195 2092 2144 0.449 11 1 Major Arterial 1200 454196 2144 2092 0.449 11 1 Major Arterial 1200 454197 602 2141 1.151 11 1 Collector
/Local Road 1700 404198 2141 602 1.151 11 1 Collector
/Local Road 1700 404199 2147 2303 0.335 11 1 Major Arterial 1300 554200 2303 2147 0.335 11 1 Major Arterial 1300 554201 1770 2147 0.745 11 1 Major Arterial 1200 404202 2147 1770 0.745 11 1 Major Arterial 1200 404203 12104 2161 2.236 11 1 Major Arterial 1200 454204 2161 2104 2.236 11 1 Major Arterial 1200 454205 1982 1983 0.725 11 1 Major Arterial 1700 454206 1983 1982 0.725 11 1 Major Arterial 1700 454207 300 333 1.87 11 1 Minor Arterial 1700 404208 333 300 1.87 11 1 Minor Arterial 1700 404209 2156 2157 0.442 11 1 Collector/
Local Road 1200 404210 2157 2156 0.442 11 1 Collector
/Local Road 1200 404211 1821 2150 2.123 11 1 Collector/
Local Road 1200 404212 2150 1821 2.123 1 11 1 Collector/
Local Road 1200 404213 2149 2227 1.453 11 1 Minor Arterial 1200 404214 2227 2149 1.453 11 1 Minor Arterial 1200 404215 2149 2150 0.515 11 1 Minor Arterial 1200 404216 2150 2149 0.515 11 1 Minor Arterial 1200 404217 276 273 0.451 111 2 Principal Arterial 3700 50Page 74 of 91Appendix C -Page 75 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____4218 2153 2159 1.502 11 1 Principal Arterial 1600 454219 2159 2153 1.502 11 1 Principal Arterial 1600 454220 2025 2027 0.356 11 1 Major Arterial 1700 454221 2027 2025 0.356 11 1 Major Arterial 1700 454222 2216 2217 0.889 11 1 Collector
/ Local Road 1200 404223 2217 2216 0.889 11 1 Collector/
Local Road 1200 404224 2180 2216 0.62 11 1 Collector/
Local Road 1200 404225 2216 2180 0.62 1 11 1 Collector/
Local Road 1200 404226 2166 2180 0.278 11 1 Collector
/Local Road 1700 404227 2180 2166 0.278 11 1 Collector/
Local Road 1700 404228 622 2259 1.628 11 2 Principal Arterial 3400 454229 2259 622 1.628 11 2 Principal Arterial 3400 454230 508 2222 0.285 11 2 Major Arterial 3400 504231 2222 508 0.285 1 1 2 Major Arterial 3400 504232 495 2312 3.686 12 2 Freeway 4100 654233 2313 473 3.889 12 2 Freeway 4100 654234 2261 2262 1.424 11 1 Minor Arterial 1700 404235 2262 2261 1.424 11 1 Minor Arterial 1700 404236 2258 2260 1.046 11 2 Principal Arterial 3400 454237 2260 2258 1.046 11 2 Principal Arterial 3400 454238 442 2002 0.208 12 2 Freeway 4100 604239 425 2002 0.442 11 1 Collector/I Local Road 1700 404240 12002 425 0.442 11 1 Collector/I Local Road 1700 404241 2317 2328 0.204 11 1 Collector
/ Local Road 1700 404242 2328 2317 0.204 11 1 Collector
/ Local Road 1700 404243 2046 2320 0.593 11 1 Collector
/ Local Road 1700 404244 2320 2046 0.593 11 1 Collector
/ Local Road 1700 404245 2321 2322 0.294 11 1 Major Arterial 1200 454246 2322 2321 0.294 11 1 Major Arterial 1200 454247 2065 2324 0.603 1 1 1 Major Arterial 1700 454248 2324 2065 0.603 11 1 Major Arterial 1700 454249 2065 2066 0.663 11 1 -Major Arterial 1700 454250 2066 2065 0.663 11 1 Major Arterial 1700 454251 2066 2325 1.763 11 1 Majo r Arterial 1700 454252 2325 2066 1.763 11 1 Major Arterial 1700 454253 2050 2322 0.904 1 12 1 Major Arterial 1100 354254 2322 2050 0.904 12 1 Major Arterial 1100 354255 2048 2329 0.309 10 1 Collector/I Local Road 1100 304256 2329 2048 0.309 10 1 Collector/
Local Road 1100 304257 2000 2043 1.436 11 1 Collector/I Local Road 1700 404258 2043 2000 1.436 11 1 Collector/I Local Road 1700 404259 2320 2405 1.048 11 1 -Collector
/ Local Road 1700 404260 2405 2320 1.048 11 1~ Collector
/ Local Road 1700 404261 2038 2330 0,581 11 1 Major Arterial 1200 404262 2330 2038 0.581 11 1 Major Arterial 1200 404263 2000 2038 1.049 11 1 ~ Major Arterial 1700 404264 2038 2000 1.049 11 1 Major Arterial 1700 404265 2246 2331 0.508 11 1 Major Arterial 1200 404266 2331 2246 0.508 11 1 Major Arterial 1200 404267 2316 677 0.71 11 2 Principal Arterial 3700 504268 660 2315 1.033 11 2 Principal Arterial 3700 504269 390 429 2.56 12 2 Freeway 4100 554270 433 393 2.556 12 2 Freeway 4100 604271 1978 2334 1.084 11 1 Major Arterial 1200 404272 2334 1978 1.084 11 1 MajorArterial 1200 404273 2036 2334 1.43 111 Mior rteral_10020u 42743 33 2036 23 1.473 11 1 1 Minor Arterial 1200 40Page 75 of 91Appendix C -Page 76 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLin # U-Nde D-Nde (mi) Width (ft) Lanes Roda ye Rate (vehlhr)
F mh4275 2166 2167 0.66 11 1 Major Arterial 1700 454276 2167 2166 0.66 11 1 Major Arterial 1700 454277 2175 2177 1.199 11 1 Major Arterial 1700 454278 2177 2175 1.199 11 1 Major Arterial 1700 454279 2039 2339 0.355 11 1 Major Arterial 1700 454280 2339 2039 0.355 11 1 Major Arterial 1700 454281 2039 2334 0.648 11 1 Major Arterial 1200 454282 2334 2039 0.648 11 1 Major Arterial 1200 454283 2037 2177 0.967 11 1 Collector!/
Local Road 1200 404284 2177 2037 0.967 11 1 Collector
/ Local Road 1200 404285 2208 2215 1.193 11 1 Principal Arterial 1700 454286 2215 2208 1.193 11 1 Principal Arterial 1700 454287 2168 2215 0.537 11 1 Principal Arterial 1700 454288 2215 2168 0.537 11 1 Principal Arterial 1700 454289 2212 2340 0.526 11 1 Major Arterial 1200 454290 2340 2212 0.526 11 1 Major Arterial 1200 454291 178 170 0.672 12 2 Freeway 4100 454292 180 183 0.38 12 2 Freeway 4100 454293 509 504 0.496 11 1 Ramp 1500 554294 652 182 0.825 12 1 Ramp 1500 354295 193 192 0.49 12 2 Freeway 4100 554296 189 195 0.468 12 2 Freeway 4100 554297 467 507 2.196 12 2 Freeway 4100 604298 507 662 0.497 12 1 Ramp 1500 354299 504 461 2.224 12 2 Freeway 4100 604300 225 236 2.205 12 2 Freeway 4100 654301 633 2245 1.246 12 2 Freeway 4100 654302 2245 366 11.804 12 2 Freeway 4100 654303 369 303 7.602 12 2 Freeway 4100 654304 2111 2112 1.309 11 1 Collector/
Local Road 1700 404305 2112 2111 1.309 11 1 Collector/
Local Road 1700 404306 2089 2090 1.294 11 1 Collector!
Local Road 1700 404307 2090 2089 1.294 11 1 Collector!
Local Road 1700 404308 194 2093 0.849 11 1 Minor Arterial 1200 404309 2093 194 0.849 11 1 Minor Arterial 1200 404310 2095 2101 1.609 11 1 Collector!
Local Road 1700 404311 2101 2095 1.609 11 1 Collector
/Local Road 1700 404312 2102 2129 3.707 11 1 Collector
/Local Road 1200 404313 2129 2102 3.707 11 1 Collector
/Local Road 1200 404314 214 2345 0.545 11 1 Major Arterial 1700 404315 2345 214 0.545 11 1 Major Arterial 1700 404316 2097 2100 0.491 11 1 Major Arterial 1700 454317 2100 2097 0.491 11 1 Major Arterial 1700 454318 2131 2348 0.7 11 1 Major Arterial 1200 454319 2348 2131 0.7 11 1 Major Arterial 1200 454320 2228 2348 1.138 11 1 Major Arterial 1700 454321 2348 2228 1.138 11 1 Major Arterial 1700 454322 2109 2344 1.132 11 1 Major Arterial 1700 554323 2344 2109 1.132 11 1 Major Arterial 1700 554324 2225 2349 0.809 12 1 Majo r Arterial 1100 354325 2349 2225 0.809 12 1 Major Arterial 1100 354326 2117 2349 0.986 11 1 Major Arterial 1200 454327 2349 2117 0.986 11 1 Major Arterial 1200 454328 2115 2117 3.909 11 1 Major Arterial 1200 44329 2117 2115 3.909 11 1 Major Arterial 1200 44330 2124 2128 1.434 12 1 Major Arterial 1700 34331 2128 2124 1.434 12 1- Major Arterial 1700 3Page 76 of 91Appendix C -Page 77 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)4332 2105 2225 3.866 11 1 Collector
/ Local Road 1200 404333 2225 2105 3.866 11 1 Collector/
Local Road 1200 404334 245 2106 1,829 11 1 Collector/I Local Road 1700 404335 2106 245 1.829 11 1 Collector/I Local Road 1700 404336 2137 2353 0.56 11 1 Major Arterial 1700 454337 2353 2137 0.56 11 1 Major Arterial 1700 454338 2080 2082 1.153 11 1 Major Arterial 1200 454339 2082 2080 1.153 1 11 1 Major Arterial 1200 454340 2079 2080 0.579 11 1 Major Arterial 1700 404341 2080 2079 0.579 11 1 Major Arterial 1700 404342 2079 2185 1.894 11 1 Major Arterial 1200 404343 2185 2079 1.894 11 1 Major Arterial 1200 404344 2070 2074 1.82 11 1 Major Arterial 1700 454345 2074 2070 1.82 11 1 Major Arterial 1700 454346 2354 2431 0.288 11 1 Major Arterial 1700 454347 2431 2354 0.288 11 1 Major Arterial 1700 454348 2061 2414 1.633 11 1 Major Arterial 1200 454349 2414 2061 1.633 11 1 Major Arterial 1200 454350 2061 2355 1.411 11 1 Major Arterial 1200 404351 2355 2061 1.411 11 1 Major Arterial 1200 404352 2078 2183 1.684 11 1 Collector/
Local Road 1200 404353 2183 2078 1.684 11 1 Collector/I Local Road 1200 404354 2057 2059 0.512 11 1 Collector/I Local Road 1200 404355 2059 2057 0.512 11 1 Collector
/ Local Road 1200 404356 2052 2056 0.404 11 1 Major Arterial 1700 404357 2056 2052 0.404 11 1 Major Arterial 1700 404358 570 2356 2.639 12 2 Freeway 4100 604359 2357 572 2.689 12 2 Freeway 4100 604360 1128 1524 0.314 11 1 Ramp 1500 554361 1131 1128 0.075 12 2 Freeway 4100 654362 465 2266 2.057 11 2 Principal Arterial 3400 454363 2266 465 2.057 11 2 Principal Arterial 3400 454364 1988 1989 0.169 11 2 Major Arterial 3300 454365 1989 1988 0.169 11 2 Major Arterial 3300 454366 1992 1993 1.166 11 1 Major Arterial 1700 454367 1993 1992 1.166 11 1 Major Arterial 1700 454368 402 1993 0.866 11 1 Major Arterial 1200 454369 1993 402 0.866 11 1 Major Arterial 1200 454370 1990 1991 0.277 11 1 Collector/I Local Road 1700 404371 1991 1990 0.277 11 1 Collector/
Local Road 1700 404372 2200 2361 1.3 11 1 Collector/I Local Road 1200 404373 2361 2200 1.3 11 1 Collector/I Local Road 1200 404374 576 2192 0.656 11 1 Major Arterial 1200 454375 2192 576 0.656 11 1 Major Arterial 1200 454376 2232 2233 0.648 11 1 Collector/I Local Road 1200 404377 2233 2232 0.648 11 1 Collector/I Local Road 1200 404378 2198 2360 0.442 11 1 Collector
/ Local Road 1200 404379 2360 2198 0.442 11 1 Collector
/ Local Road 1200 404380 595 2200 3.151 11 1 Major Arterial 1200 454381 2200 595 3.151 11 1 Major Arterial 1200 454382 2297 2362 1.724 11 1- Major Arterial 1700 454383 12362 2297 1.724 11 1 Major Arterial 1700 454384 2295 2362 1.64 11 1 Major Arterial 1200 454385 2362 2295 1.64 11 1 Major Arterial 1200 454386 2295 2411 0.536 11 1 Major Arterial 1200 454387 2411 2295 0.536 11 1- Major Arterial 1200 454388 595 2411 1.136 11 1 Major Arterial 1700 45Page 77 of 91Appendix C -Page 78 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)______ ______ (ml) Width (ft) Lanes ___________
Rate (vehlhr)
____4389 2411 595 1.136 11 1 Major Arterial 1700 454390 2090 2091 1.987 11 1 Collector/I Local Road 1200 404391 2091 2090 1.987 11 1 Collector!
Local Road 1200 404392 1932 1935 0.441 12 1 Principal Arterial 1700 354393 1935 1932 0.441 12 1 Principal Arterial 1700 354394 1927 1928 3.053 11 2 Principal Arterial 3400 454395 1928 1927 3.053 11 2 Principal Arterial 3400 454396 149 1925 0.97 1 11 1 Major Arterial 1200 454397 1925 149 0.97 11 1 Major Arterial 1200 454398 113 2382 0.306 11 2 Principal Arterial 3400 454399 2365 2382 1.586 11 2 Principal Arterial 3400 454400 2382 2365 1.586 11 2 Principal Arterial 3400 454401 86 98 5.216 12 2 Freeway 4100 654402 90 2383 5.582 11 1 Mal'or Arterial 1200 454403 23833 90 5.582 11 1 Major Arterial 1200 454404 1344 2383 5.165 11 1 Minor Arterial 1200 404405 2383 1344 5.165 11 1 Minor Arterial 1200 404406 127 700 4.265 12 2 Freeway 4100 654407 699 128 4.207 12 2 Freeway 4100 654408 137 1941 3.951 11 2 Major Arterial 3300 454409 1941 137 3.951 11 2 Major Arterial 3300 454410 272 274 0.454 11 2 Principal Arterial 3700 504411 600 2301 2.064 11 2 Major Arterial 3300 454412 529 2255 2.067 11 2 Major Arterial 3300 454413 2159 2217 6.555 11 1 Collector
/Local Road 1200 404414 2217 2159 6.555 1 11 1 Collector/
Local Road 1200 404415 405 502 3.917 12 2 freeway 4100 604416 498 410 3.881 12 2 Freeway 4100 604417 745 1532 1.704 11 1 Major Arterial 1200 454418 1532 745 1.704 11 1 Major Arterial 1200 454419 1367 1370 0.814 10 1 Collector
/Local Road 800 154420 1370 1367 0.814 10 1 Collector
/Local Road 800 154421 913 1737 1.607 11 1 Minor Arterial 1700 404422 1737 913 1.607 11 1 Minor Arterial 1700 404423 1370 1549 0.969 11 2 Major Arterial 3400 504424 1549 1370 0.969 11 2 Major Arterial 3400 504425 1472 1686 0.665 12 1 Major Arterial 1700 254426 1686 1472 0.665 12 1 Major Arterial 1700 254427 1664 1671 2.504 11 1 Major Arterial 1200 454428 1671 1664 2.504 11 1 Major Arterial 1200 454429 993 1391 0.548 12 1 Minor Arterial 1700 254430 1391 993 0.548 12 1 Minor Arterial 1700 254431 1012 1015 0.936 11 2 Principal Arterial 3400 454432 1015 1012 0.936 11 2 Principal Arterial 3400 454433 1531 1537 5.118 11 1 Minor Arterial 1200 404434 1537 1531 5.118 11 1 Minor Arterial 1200 404435 910 887 0.564 11 2 Minor Arterial 3300 404436 905 910 0.157 11 2 Minor Arterial 3300 404437 962 1576 1.515 11 1 Minor Arterial 1700 404438 1576 962 1.515 11 1 Minor Arterial 1700 404439 1399 1572 2.437 11 1 Minor Arterial 1700 404440 1572 1399 2.437 11 1 Minor Arterial 1700 404441 952 953 0.205 11 2 Minor Arterial 3300 404442 953 952 0.205 11 2 Minor Arterial 3300 404443 1593 1613 1.345 11 1 Minor Arterial 1200 404444 1613 1593 1.345 11 1 Minor Arterial 1200 404445 11714 2389 0.538 11 1 Major Arterial 1700 45Page 78 of 91Appendix C -Page 79 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 4446 2389 1714 0.538 11 1 Major Arterial 1700 454447 325 1939 0.558 11 1 Major Arterial 1700 454448 1939 325 0.558 11 1 Major Arterial 1700 454449 1879 1923 1.094 12 1 Minor Arterial 1100 354450 1923 1879 1.094 12 1 Minor Arterial 1100 354451 268 2398 0.149 11 1 Minor Arterial 1200 404452 2398 268 0.149 11 1 Minor Arterial 1200 404453 1890 2274 0.159 1 12 1 Major Arterial 1100 354454 2274 1890 0.159 12 1 Major Arterial 1100 354455 966 959 0.769 11 2 Minor Arterial 3300 404456 327 320 0.614 12 2 Freeway 4100 554457 2395 2393 0.333 12 2 Freeway 4100 554458 2202 2206 1.445 11 1 Major Arterial 1700 454459 2206 2202 1.445 11 1 Major Arterial 1700 454460 1891 1919 0.308 11 1 Major Arterial 1700 454461 1919 1891 0.308 11 1 Major Arterial 1700 454462 332 2271 0.658 12 1 Major Arterial 1100 354463 2271 332 0.658 12 1 Major Arterial 1100 354464 1937 2397 0.238 11 1 Major Arterial 1200 454465 1865 2269 2.016 11 1 Major Arterial 1200 454466 2269 1865 2.016 11 1 Major Arterial 1200 454467 1864 2268 2.394 11 1 Major Arterial 1200 454468 2268 1864 2.394 11 1 Major Arterial 1200 454469 463 2211 0.342 11 2 Principal Arterial 3400 454470 2211 463 0.342 11 2 Principal Arterial 3400 454471 1753 270 2.574 11 2 Principal Arterial 3700 504472 1877 1878 0.57 11 1 Major Arterial 1200 404473 1878 1877 0.57 11 1 MajorArterial 1200 404474 2202 2241 1.908 1 1 1 Collector/
Local Road 1700 404475 2241 2202 1.908 11 1 Collector/I Local Road 1700 404476 1996 1997 1.814 11 1 Collector
/Local Road 1700 404477 1997 1996 1.814 11 1 Collector/ILocal Road 1700 404478 423 1997 0.391 11 1 Collector
/Local Road 1700 404479 1997 423 0.391 11 1 Collector I Local Road 1700 404480 2243 2253 0.432 12 2 Freeway 4100 604481 2314 2242 0.393 12 2 Freeway 4100 604482 2002 1998 0.148 12 2 Freeway 4100 604483 1979 2040 0.418 11 1 Collector
/Local Road 1700 404484 2040 1979 0.418 11 1 Collector
/ Local Road 1700 404485 2053 2246 1.94 11 1 Major Arterial 1200 404486 2246 2053 1.94 11 1 Major Arterial 1200 404487 2119 2121 0.068 10 1 Collector/
Local Road 800 154488 2121 2119 0.068 10 1 Collector
/Local Road 800 154489 2058 2063 0.653 12 1 Major Arterial 1700 354490 2063 2058 0.653 12 1 Major Arterial 1700 354491 1966 2280 2.345 11 1 Major Arterial 1700 454492 2280 1966 2.345 11 1 Major Arterial 1700 454493 2073 2074 0.439 11 1 Major Arterial 1700 454494 2074 2073 0.439 11 1 Major Arterial 1700 454495 2063 2064 0.969 11 1 Major Arterial 1700 454496 2064 2063 0.969 11 1 Major Arterial 1700 454497 2063 2071 1.209 12 1 Major Arterial 1700 354498 2071 2063 1.209 12 1 Major Arterial 1700 354499 2323 2402 0.521 11 1 Major Arterial 1700 44500 2402 2323 0.52 1 11 1 Major Arterial 1700 44501 2153 2291 0.374 11 1 Principal Arterial 1600 44502 2291 2153 0.374 11 1 Principal Arterial 1600 4Page 79 of 91Appendix C -Page 80 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhw FFS (mph)_____(mi)
Width (ft) Lanes Rate______r 4503 238 2130 2.481 11 1 Major Arterial 1700 454504 2130 238 2.481 11 1 Major Arterial 1700 454505 245 2136 0.488 11 1 Major Arterial 1700 454506 2136 245 0.488 11 1 Major Arterial 1700 454507 1873 2293 2.045 11 1 Major Arterial 1700 454508 2293 1873 2.045 11 1 Major Arterial 1700 454509 1988 1995 0.421 12 2 Major Arterial 2850 254510 1995 1988 0.421 12 2 Major Arterial 2850 254511 2158 2160 1.818 11 1 Principal Arterial 1600 454512 2160 2158 1.818 11 1 Principal Arterial 1600 454513 2041 2405 1.175 11 1 Collector
/Local Road 1700 404514 2405 2041 1.175 11 1 Collector!
Local Road 1700 404515 2239 2358 2.345 11 1 Principal Arterial 1700 454516 2358 2239 2.345 11 1 1 Principal Arterial 1700 454517 1340 1799 1.472 11 1 Major Arterial 1700 454518 1799 1340 1.472 11 1 Major Arterial 1700 454519 1913 1914 0.864 12 1 Minor Arterial 1700 254520 1914 1913 0.864 12 1 Minor Arterial 1700 254521 523 488 1.733 12 2 Freeway 4100 654522 489 514 1.763 12 2 Freeway 4100 654523 1855 2279 1.872 11 1 Major Arterial 1300 504524 2279 1855 1.872 11 1 Major Arterial 1300 504525 1646 2089 1.457 11 1 Collector/I Local Road 1700 404526 2089 1646 1.457 11 1 1 Collector
/ Local Road 1700 404527 2142 2143 0.252 11 1 Major Arterial 1700 454528 2143 2142 0.252 11 1 Major Arterial 1700 454529 2141 2143 2.373 11 1 Collector/
Local Road 1700 404530 2143 2141 2.373 11 1 Collector I Local Road 1700 404531 230 2388 2.587 11 2 Principal Arterial 3700 504532 2099 2117 3.285 11 1 Major Arterial 1200 454533 2117 2099 3.285 11 1 Major Arterial 1200 454534 2091 2345 1.3 11 1 Collector
/ Local Road 1700 404535 2345 2091 1.3 11 1 Collector
/ Local Road 1700 404536 2048 2049 0.489 12 1 1 Minor Arterial 1100 304537 2049 2048 0.489 12 1 Minor Arterial 1100 304538 *2328 2329 0.693 11 1 Collector/I Local Road 1200 404539 2329 2328 0.693 11 1 Collector
/ Local Road 1200 404540 2195 2196 0.136 11 1 Collector
/Local Road 1700 404541 2196 2195 0.136 11 1 Collector/
Local Road 1700 404542 252 2268 3.276 11 1 Major Arterial 1200 454543 2268 252 3.276 11 1 Major Arterial 1200 454544 356 346 2.796 12 2 Freeway 4100 604545 352 351 2.681 12 2 Freeway 4100 604546 1859 2463 0.164 10 1 Collector!
Local Road 800 154547 2463 1859 0.164 10 1 Collector!/
Local Road 800 154548 2174 2414 0.227 11 1 Major Arterial 1700 454549 2414 2174 0.227 11 1 Major Arterial 1700 454550 2178 2182 0.153 11 1 Major Arterial 1700 404551 2182 2178 0.153 11 1 Major Arterial 1700 404552 2077 2352 0.944 12 1 Major Arterial 1700 354553 2352 2077 0.944 12 1 Major Arterial 1700 354554 2193 2231 0.956 11 1 Principal Arterial 1700 454555 2231 2193 0.956 11 1 Principal Arterial 1700 454556 2190 2231 0.762 11 1 1 Collector!I Local Road 1 1700 404557 2231 2190 0.762 11 1 Collector!
Local Road 1700 404558 2070 2076 2.302 10 1 Collector!
Local Road 800 154559 2076 2070 2.302 10 1 1Collector
/Local Road 800 15Page 80 of 91Appendix C -Page 81 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 4560 1984 2248 1.309 11 1 Minor Arterial 1700 404561 2248 1984 1.309 11 1 Minor Arterial 1700 404562 608 2205 0.29 11 1 Principal Arterial 1700 454563 2205 608 0.29 11 1 Principal Arterial 1700 454564 2183 2185 1.804 11 1 Major Arterial 1200 404565 2185 2183 1.804 11 1 Major Arterial 1200 404566 2028 2025 0.427 10 1 Collector/I Local Road 800 154567 2023 2029 0.37 11 1 Major Arterial 1700 454568 2029 2023 0.37 11 1 Major Arterial 1700 454569 2157 2160 3.229 11 1 Collector/
Local Road 1200 404570 2160 2157 3.229 11 1 Collector
/Local Road 1200 404571 956 984 2.133 11 2 Principal Arterial 3400 454572 987 956 1.692 11 2 Principal Arterial 3400 454573 1372 1546 0.985 11 1 Minor Arterial 1200 404574 1546 1372 0.985 11 1 Minor Arterial 1200 404575 672 316 0.412 12 2 Freeway 4100 604576 673 314 0.316 12 2 Freeway 4100 604577 2240 2243 0.722 12 2 Freeway 4100 604578 2242 2241 0.729 12 2 Freeway 4100 604579 2022 2316 0.895 11 1 Collector/I Local Road 1700 404580 2316 2022 0.895 11 1 Collector/I Local Road 1700 404581 2125 2129 1.501 11 1 Major Arterial 1700 454582 2129 2125 1.501 11 1 Major Arterial 1700 454583 2049 2326 2.988 11 1 Minor Arterial 1200 404584 2326 2049 2.988 11 1 Minor Arterial 1200 404585 1537 2448 1.59 11 2 Minor Arterial 3300 454586 2448 1537 1.59 11 2 Minor Arterial 3300 454587 1936 672 0.519 12 1 Freeway 2050 554588. 314 682 0.593 12 1 Freeway 2050 554589 684 1936 0.104 12 2 Freeway 4100 604590 682 683 0.113 12 2 Freeway 4100 604591 2192 2200 0.543 11 1 Major Arterial 1200 454592 2200 2192 0.543 11 1 Major Arterial 1200 454593 2111 2124 1.05 11 1 Collector
/Local Road 1700 404594 2124 2111 1.05 11 1 Collector
/Local Road 1700 404595 2044 2296 1.896 12 1 Major Arterial 1100 354596 2296 2044 1.896 12 1 Major Arterial 1100 354597 428 2296 0.728 1 12 2 Major Arterial 2850 354598 2296 428 0.728 12 2 Major Arterial 2850 354599 2236 2412 1.497 11 1 Collector
/ Local Road 1200 404600 2412 2236 1.497 11 1 Collector!
Local Road 1200 404601 547 538 2.948 12 2 Freeway 4100 654602 534 665 2.931 12 2 Freeway 4100 654603 2418 2417 0.227 11 1 Ramp 1500 454604 1897 1945 0.52 11 2 Principal Arterial 3700 504605 1945 1897 0.52 11 2 Principal Arterial 3700 504606 1942 117 0.266 11 1 Major Arterial 1200 454607 102 123 2.705 12 2 Freeway 4100 654608 ,1930 1931 0.582 11 1 Principal Arterial 1700 454609 1931 1930 0.582 11 1 Principal Arterial 1700 454610 2375 2421 0.573 12 1 Major Arterial 1100 254611 2421 2375 0.573 12 1 Major Arterial 1100 254612 1956 2421 0.594 12 1 Major Arterial 1700 254613 2421 1956 0.594 12 1 Major Arterial 1700 254614 1931 1950 0.765 11 1 Principal Arterial 1700 454615 1950 1931 0.765 11 1 Principal Arterial 1700 454616 1924 1926 1.115 11 1 Major Arterial 1700 45Page 81 of 91Appendix C -Page 82 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLink # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)______ ______ (mi) Width (ft) Lanes Rate________
_________
_____4617 1926 1924 1.115 11 1 Major Arterial 1700 454618 1963 2375 2.722 11 1 Major Arterial 1200 454619 2375 1963 2.722 11 1 Major Arterial 1200 454620 82 86 2.098 12 2 Freeway 4100 654621 90 2426 4.402 11 1 Minor Arterial 1200 404622 2426 90 4.402 11 1 Minor Arterial 1200 404623 1947 1948 0.09 11 1 Principal Arterial 1700 454624 12422 2423 0.187 11 2 Principal Arterial 3400 454625 2423 2422 0.187 11 2 Principal Arterial 3400 454626 85 2422 1.478 11 2 Principal Arterial 3400 454627 2422 85 1.478 11 2 Principal Arterial 3400 454628 1946 1953 0.195 11 1 Collector
/ Local Road 1700 404629 1953 1946 0.195 11 1 Collector
/ Local Road 1700 404630 100 89 5.216 12 2 Freeway 4100 654631 1955 1951 0.221 12 2 Principal Arterial 3400 254632 89 649 1.992 12 2 Freeway 4100 654633 1959 1946 0.78 11 1 Principal Arterial 1700 454634 1562 1581 0.666 11 1 Major Arterial 1700 454635 1581 1562 0.666 11 1 Major Arterial 1700 454636 1019 1567 0.536 11 1 Minor Arterial 1700 404637 1567 1019 0.536 11 1 Minor Arterial 1700 404638 1944 2364 1.563 11 2 Principal Arterial 3400 45 _4639 2364 1944 1.563 11 2 Principal Arterial 3400 454640 94 1942 4.008 11 1 Minor Arterial 1200 404641 1942 94 4.008 11 1 Minor Arterial 1200 404642 145 734 4.134 11 2 Major Arterial 3300 45 _4643 734 145 4.134 11 2 Major Arterial 3300 454644 103 99 0.84 12 1 Freeway 2050 554645 148 149 4.339 12 1 Principal Arterial 1600 354646 149 148 4.339 12 1 Principal Arterial 1600 354647 1518 706 0.577 12 1 Freeway 2050 554648 1019 1569 0.194 11 1 Minor Arterial 1700 404649 1569 1019 0.194 11 1 Minor Arterial 1700 404650 616 2429 2.007 11 1 1 Minor Arterial 1200 404651 2429 616 2.007 11 1 Minor Arterial 1200 404652 2267 2429 4.24 11 1 Minor Arterial 1200 404653 2429 2267 4.24 11 1 Minor Arterial 1200 4014654 500 2429 0.545 11 1 Major Arterial 1200 454655 2429 500 0,545 11 1 Major Arterial 1200 454656 614 615 2.452 11 1 Minor Arterial 1200 404657 615 614 2.452 11 1 Minor Arterial 1200 404658 2266 2430 0.726 11 2 Principal Arterial 3400 454659 2430 2266 0.726 11 2 Principal Arterial 3400 454660 613 2430 4.355 11 2 Principal Arterial 3400 454661 2430 613 4.355 11 2 Principal Arterial 3400 454662 571 644 1.379 11 2 Major Arterial 3400 504663 644 571 1.379 11 2 Major Arterial 3400 504664 379 2267 0.896 11 1 Minor Arterial 1200 404665 2267 379 0.896 11 1 Minor Arterial 1200 404666 1403 1746 0.681 11 1 Minor Arterial 1700 404667 1746 1403 0.681 11 1 Minor Arterial 1700 404668 1420 1782 1.094 11 1 Collector/I Local Road 1700 404669 1782 1420 1.094 11 1 Collector
/Local Road ___1700 404670 1175 2434 2.68 12 2 Freeway 4100 654671 2264 2265 1.099 12 1 Principal Arterial 1700 354672 2265 2264 1.099 12 1 Principal Arterial 1700 354673 1463 1669 1.416 -11 f 1 Principal Arterial 1700 45Page 82 of 91Appendix C -Page 83 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLength Lane Number of Roadway Type Saturation FlowLink # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr)
FFS (mph)4674 1669 1463 1.416 11 1 Principal Arterial 1700 454675 2440 2437 0.493 12 2 Freeway 4100 554676 2439 1753 0.782 12 2 Freeway 4100 604677 2388 2440 0.833 12 2 Freeway 4100 604678 2244 2416 6.158 10 1 Collector/
Local Road 800 154679 2416 2244 6.158 10 1 Collector/Local Road 800 154680 2136 2137 1.895 11 1 Major Arterial 1700 454681 2137 2136 1.895 11 1 Major Arterial 1700 454682 511 679 0.182 11 2 Principal Arterial 3400 454683 678 512 0.138 11 2 Principal Arterial 3400 454684 1428 1502 1.594 11 1 Minor Arterial 1200 404685 1502 1428 1.594 11 1 Minor Arterial 1200 404686 607 2000 0.741 11 1 Major Arterial 1700 404687 2000 607 0.741 11 1 Major Arterial 1700 404688 2451 2448 0.886 11 2 Minor Arterial 3300 454689 1353 1357 1.299 11 1 Major Arterial 1700 454690 1357 1353 1.299 11 1 Major Arterial 1700 454691 2454 1066 0.766 11 2 Minor Arterial 3300 404692 2191 2192 2.587 11 1 Minor Arterial 1200 404693 2192 2191 2.587 11 1 Minor Arterial 1200 404694 2191 2297 1.467 11 1 Minor Arterial 1700 404695 2297 2191 1.467 11 1 Minor Arterial 1700 404696 2264 2289 0.279 11 1 Collector/
Local Road 1700 404697 2289 2264 0.279 11 1 Collector/
Local Road 1700 404698 588 2297 0.644 11 1 Major Arterial 1700 454699 2297 588 0.644 11 1 Major Arterial 1700 454700 542 562 2.918 12 2 Freeway 4100 604701 564 545 2.909 12 2 Freeway 4100 604702 544 503 4.585 12 2 Freeway 4100 604703 501 541 4.627 12 2 Freeway 4100 604704 465 2152 4.681 11 1 Minor Arterial 1200 404705 2152 465 4.681 11 1 Minor Arterial 1200 404706 416 466 2.71 11 2 Principal Arterial 3400 454707 466 416 2.71 11 2 Principal Arterial 3400 454708 2179 2416 2.923 10 1 Collector/
Local Road 800 154709 2416 2179 2.923 10 1 Collector/
Local Road 800 154710 2194 2359 0.498 11 1 Collector
/ Local Road 1700 404711 2359 2194 0.498 11 1 Collector I Local Road 1700 404712 597 2238 1.108 11 1 Major Arterial 1700 454713 2238 597 1.108 11 1 Major Arterial 1700 454714 2223 2311 0.977 11 1 Collector/
Local Road 1700 454715 2311 2223 0.977 11 1 Collector/
Local Road 1700 454716 2219 2311 0.451 11 1 Collector/
Local Road 1200 454717 2311 2219 0.451 11 1 Collector
/ Local Road 1200 454718 2175 2202 2.914 11 1 Major Arterial 1700 454719 2202 2175 2.914 11 1 Major Arterial 1700 454720 558 613 1.562 11 2 Major Arterial 3400 504721 613 558 1.562 11 2 Major Arterial 3400 504722 614 2354 3.051 11 1 Major Arterial 1200 454723 2354 614 3.051 11 1 Major Arterial 1200 454724 543 2430 8.096 12 1 Minor Arterial 1100 354725 2430 543 8.096 12 1 Minor Arterial 1100 354726 373 383 0.33 12 2 Freeway 4100 654727 574 2431 1.565 11 1 Major Arterial 1700 454728 2431 574 1.565 11 1 Major Arterial 1700 454729 559 560 7.4 11 2 Major Arterial 3400 504730 560 559 7.4 11 2 Major Arterial 3400 50Page 83 of 91Appendix C -Page 84 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____4731 374 1732 1.779 11 1 Major Arterial 1200 454732 1732 374 1.779 11 1 Major Arterial 1200 454733 1731 1732 0.753 11 1 Major Arterial 1700 454734 1732 1731 0.753 11 1 Major Arterial 1700 454735 384 471 4.185 12 1 Minor Arterial 1100 354736 471 384 4.185 12 1 Minor Arterial 1100 354737 1766 2258 4.201 11 2 Major Arterial 3300 454738 2258 1766 4.201 11 2 Major Arterial 3300 454739 497 2258 3.249 11 2 Major Arterial 3300 454740 2258 497 3.249 11 2 Major Arterial 3300 454741 1809 1833 4.693 12 2 Freeway 4100 654742 1525 1805 4.54 12 2 Freeway 4100 654743 1529 1812 1.822 12 2 Freeway 4100 654744 1808 1505 1.793 12 2 Freeway 4100 654745 845 933 3.421 12 2 Freeway 4100 654746 935 850 3.232 12 2 Freeway 4100 654747 2263 2459 0.786 10 1 Collector
/ Local Road 800 154748 2459 2263 0.786 10 1 Collector
/ Local Road 800 154749 708 1775 2.389 12 2 Freeway 4100 654750 381 1342 3.999 12 2 Freeway 4100 654751 1341 373 3.948 12 2 Freeway 4100 654752 1747 1338 8.146 12 2 Freeway 4100 654753 1334 1332 8.036 12 2 Freeway 4100 654754 1329 1840 6.731 12 2 Freeway 4100 654755 1318 1327 6.778 12 2 Freeway 4100 654756 1275 1528 2.955 12 2 Freeway 4100 654757 1157 1271 2.761 12 2 Freeway 4100 654758 146 2257 0.633 11 1 Principal Arterial 1700 454759 2257 146 0.633 11 1 Principal Arterial 1700 454760 1853 2433 1.196 12 2 Freeway 4100 654761 2434 1193 1.856 12 2 Freeway 4100 654762 1208 1281 8.796 12 2 Freeway 4100 654763 1277 1210 7.039 12 2 Freeway 4100 654764 1507 808 1.522 12 2 Freeway 4100 604765 799 771 1.35 12 2 Freeway 4100 604766 165 703 3.057 12 2 Freeway 4100 554767 1786 167 1.577 12 2 Freeway 4100 554768 709 710 0.457 12 4 Freeway 8200 654769 1242 177 13.51 12 2 Freeway 4100 654770 172 1243 5.725 12 2 Freeway 4100 654771 941 686 0.958 11 2 -Major Arterial 3300 454772 693 940 0.96 11 2 Major Arterial 3300 454773 1010 1028 0.837 11 2 Minor Arterial 3300 404774 11028 1010 0.837 11 2 Minor Arterial 3300 404775 778 1531 2.362 11 2 Major Arterial 3300 454776 1531 778 2.362 11 2 Major Arterial 3300 454777 779 1348 0.768 11 1 Major Arterial 1700 454778 1348 779 0.768 11 1 Major Arterial 1700 454779 1534 1854 0.439 11 1 Major Arterial 1200 454780 1854 1534 0.439 11 1 Major Arterial 1200 454781 801 1356 1.533 11 1 Major Arterial 1700 454782 1356 801 1.533 11 1 Major Arterial 1700 454783 887 1356 1.644 11 1 Minor Arterial 1700 404784 1356 887 1.644 11 1 Minor Arterial 1700 404785 1541 1737 2.599 11 1 Principal Arterial 1700 454786 1737 1541 2.599 11 1 Principal Arterial 1700 454787 1368 1542 0.572 11 2 Major Arterial 3300 45Page 84 of 91Appendix C -Page 85 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# -od -Nde Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
____4788 1542 1368 0.572 11 2 Major Arterial 3300 454789 1252 720 0.66 12 2 Freeway 4100 604790 1662 1668 1.7 11 1 Minor Arterial 1700 404791 1668 1662 1.7 11 1 Minor Arterial 1700 404792 701 848 0.6 12 2 Freeway 4100 654793 1050 1043 2.504 12 2 Freeway 4100 654794 1215 1118 4.336 12 2 Freeway 4100 654795 1117 1224 4.54 12 2 Freeway 4100 654796 1363 1540 0.931 11 1 Major Arterial 1200 454797 1540 1363 0.931 11 1 Major Arterial 1200 454798 1376 1543 0.784 11 1 Major Arterial 1700 454799 1543 1376 0.784 11 1 Major Arterial 1700 454800 1041 1576 1.05 11 1 -Minor Arterial 1700 404801 1576 1041 1.05 11 1 Minor Arterial 1700 404802 1743 702 0.66 12 2 Freeway 4100 654803 1381 1544 2.033 11 1 Principal Arterial 1600 504804 1544 1381 2.033 11 1 Principal Arterial 1600 504805 1626 1642 3.223 11 1 Major Arterial 1300 554806 1642 1626 3.223 11 1 Major Arterial 1300 554807 882 1548 2.38 11 1 Principal Arterial 1700 454808 1548 882 2.38 11 1 Principal Arterial 1700 454809 1153 1410 1.334 11 1 Minor Arterial 1700 404810 1410 1153 1.334 11 1 Minor Arterial 1700 404811 173 1844 11.564 12 2 Freeway 4100 654812 1145 1762 1.757 12 2 Freeway 4100 604813 1736 1636 1.363 12 2 Freeway 4100 604814 1824 176 11.283 12 2 Freeway 4100 654815 1099 1744 0.491 12 4 Freeway 8200 654816 1512 704 1.628 12 2 Freeway 4100 654817 928 961 0.998 12 2 Freeway 4100 654818 1864 1866 3.668 11 1 Major Arterial 1200 454819 1866 1864 3.668 11 1 Major Arterial 1200 454820 1878 1917 0.458 11 1 Major Arterial 1700 454821 1917 1878 0.458 11 1 Major Arterial 1700 454822 233 2283 0.912 11 1 Minor Arterial 1700 404823 2283 233 0.912 11 1 Minor Arterial 1700 404824 483 1982 1.186 11 1 Major Arterial 1700 454825 1982 483 1.186 11 1 Major Arterial 1700 454826 1989 1991 0.628 11 1 Major Arterial 1700 454827 1991 1989 0.628 11 1 Major Arterial 1700 454828 2241 661 0.931 12 2 Freeway 4100 604829 251 633 6.896 12 2 Freeway 4100 654830 331 2269 4.24 11 1 Major Arterial 1300 554831 2269 331 4.24 11 1 Major Arterial 1300 554832 350 1883 1.448 11 1 Major Arterial 1700 454833 1883 350 1.448 11 1 Major Arterial 1700 454834 1905 1906 0.785 11 1 Major Arterial 1200 454835 1906 1905 0.785 11 1 Major Arterial 1200 454836 627 669 0.78 1 12 2 Freeway 4100 654837 637 266 0.907 12 2 Freeway 4100 654838 451 446 1.981 12 2 Freeway 4100 554839 448 658 1.951 12 2 Freeway 4100 554840 2335 2336 1.98 11 1 Major Arterial 1200 454841 12336 2335 1.98 11 1 Major Arterial 1200 454842 462 2240 1.037 12 2 Freeway 4100 604843 304 655 3.801 12 2 Freeway 4100 654844 2397 1902 0.523 11 1- Major Arterial 1200 45Page 85 of 91Appendix C -Page 86 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLin # U-Nde D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhr)
_4845 1901 1937 0.286 11 1 Major Arterial 1200 454846 2206 2210 0.257 11 1 Principal Arterial 1700 454847 2210 2206 0.257 11 1 Principal Arterial 1700 454848 1324 2438 0.85 12 2 Freeway 4100 554849 732 743 3.141 12 2 Freeway 4100 654850 747 1769 3.223 12 2 Freeway 4100 654851 805 860 1.835 12 2 Freeway 4100 654852 862 818 1.967 12 2 Freeway 4100 654853 815 761' 3.561 12 2 Freeway 4100 654854 758 794 3.594 12 2 Freeway 4100 654855 160 1241 23.451 12 2 Freeway 4100 654856 825 883 1.041 12 2 Freeway 4100 604857 891 829 0.998 12 1 2 Freeway 4100 604858 1198 1214 2.89 12 2 Freeway 4100 654859 1229 1206 2,766 12 2 Freeway 4100 654860 200 1276 8.36 12 2 Freeway 4100 654861 1284 204 4.609 12 2 Freeway 4100 654862 642 1872 1.214 12 1 Minor Arterial 1700 304863 1872 642 1.214 12 1 Minor Arterial 1700 304864 2488 638 60.367 12 2 Freeway 4100 654865 639 2488 60.377 12 2 Freeway 4100 654866 2288 2488 72.142 12 2 Freeway 4100 654867 2488 2288 72.142 12 2 Freeway 4100 654868 937 1366 0.911 11 1 Major Arterial 1700 454869 1366 937 0.911 11 1 Major Arterial 1700 454870 1395 1557 0.802 12 1 Major Arterial 1700 354871 1557 1395 0.802 12 1 Major Arterial 1700 354872 1407 1626 2.399 11 1 Major Arterial 1300 554873 1626 1407 2.399 11 1 Major Arterial 1300 554874 1546 1571 3.622 11 1 Minor Arterial 1200 404875 1571 1546 3.622 11 1 Minor Arterial 1200 404876 1394 1601 3.194 11 1 Minor Arterial 1700 404877 1601 1394 3.194 11 1 Minor Arterial 1700 404878 1434 1625 4.068 11 1 Minor Arterial 1200 404879 1625 1434 4.068 11 1 Minor Arterial 1200 404880 1642 1670 3.42 11 1 Major Arterial 1300 55 _4881 1670 1642 3.42 11 1 Major Arterial 1300 554882 1713 1722 7.417 11 1 Miinor Arterial 1200 404883 1722 1713 7.417 11 1 Minor Arterial 1200 404884 212 1873 2.479 11 1 Major Arterial 1700 454885 1873 212 2.479 11 1 Major Arterial 1700 454886 1880 2300 3.628 11 1 Minor Arterial 1200 404887 2300 1880 3.628 11 1 Minor Arterial 1200 404888 1893 1909 1.105 11 1 Minor Arterial 1700 404889 1909 1893 1.105 11 1 Minor Arterial 1700 404890 1895 2278 1.262 12 1 Major Arterial 1700 254891 2278 1895 1.262 12 1 Major Arterial 1700 254892 1863 2403 1.587 10 1 Collector!
Local Road 800 154893 2403 1863 1.587 10 1 Collector ILocal Road 800 154894 2272 2473 6.481 10 1 Collector/
Local Road 800 154895 2473 2272 6.481 10 1 Collector!/
Local Road 800 154896 150 1957 1.28 11 1 Principal Arterial 1600 504897 1957 150 1.28 11 1 Principal Arterial 1600 504898 156 2363 3.722 11 2 Principal Arterial 3400 454899 2363 156 3.722 11 2 Principal Arterial 3400 454900 1364 1369 0.381 10 1 Collector!/
Local Road 800 154901 1369 1364 0.381 10 1 Collector!/
Local Road 800 15Page 86 of 91Appendix C -Page 87 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLin # U-Nde D-Nde (mJi Wdth (ft) Lanes Roda ye Rate (vehlhr)
FS(mh492 1686 1820 1.129 12 1 Major Arterial 1700 254903 1820 1686 1.129 12 1 Major Arterial 1700 254904 1466 1686 1.272 11 1 Major Arterial 1700 454905 1686 1466 1.272 11 1 Major Arterial 1700 454906 1472 2469 0.791 10 1 Collector
/ Local Road 800 154907 2469 1472 0.791 10 1 Collector
/ Local Road 800 154908 1476 1477 0.748 11 1 Minor Arterial 1700 404909 1477 1476 0.748 11 1 Minor Arterial 1700 404910 1722 2472 2.736 10 1 Collector
/ Local Road 800 154911 2472 1722 2.736 10 1 Collector/I Local Road 800 154912 81 1362 2.214 11 1 Major Arterial 1200 454913 1362 81 2.214 11 1 Major Arterial 1200 454914 1735 2444 2.356 11 1 Minor Arterial 1200 404915 2444 1735 2.356 11 1 Minor Arterial 1200 404916 252 1862 6.047 11 1 Minor Arterial 1200 404917 1862 252 6.047 11 1 Minor Arterial 1200 404918 1953 2420 0.757 12 2 Principal Arterial 3400 254919 1951 1953 0.749 12 2 Principal Arterial 3400 254920 2420 1959 0.269 12 2 Principal Arterial 3400 254921 1703 2489 4.56 11 1 Majo r Arterial 1300 554922 2489 1703 4.56 11 1 Major Arterial 1300 554923 2490 2374 9.513 12 2 Freeway 4100 654924 2489 2490 0.122 12 1 Minor Arterial 1500 314925 148 1963 1.026 11 1 Principal Arterial 1600 454926 1963 148 1.026 11 1 Principal Arterial 1600 454927 1934 1935 0.253 12 1 Principal Arterial 1600 354928 1935 1934 0.253 12 1 Principal Arterial 1600 354929 333 1858 0.454 12 1 Major Arterial 1700 354930 1858 333 0.454 12 1 Major Arterial 1700 354931 347 675 2.632 12 2 Freeway 4100 604932 634 342 2.538 12 2 Freeway 4100 604933 394 362 5.897 12 2 Freeway 4100 604934 626 389 5.986 12 2 Freeway 4100 604935 300 1882 3.21 11 1 Minor Arterial
___1700 404936 1882 300 3.21 11 1 Minor Arterial
___1700 404937 899 1924 1.637 11 1 Principal Arterial
___1700 454938 1924 899 1.637 11 1 Principal Arterial 1700 454939 1926 1962 0.298 10 1 Collector/I Local Road 800 154940 1962 1926 0.298 10 1 Collector/I Local Road 800 154941 2171 2310 5.035 11 1 Principal Arterial 1600 454942 2310 2171 5.035 11 1 Principal Arterial 1600 454943 2160 2161 6.855 11 1 Major Arterial 1200 454944 2161 2160 6.855 11 1 Major Arterial 1200 454945 1670 2489 1.181 11 1 Major Arterial 1300 554946 2489 1670 1.181 11 1 Majo r Arterial 1300 554947 1846 2490 9.406 12 2 Freeway 4100 654948 957 960 1.11 11 2 Minor Arterial 3300 404949 960 957 1.11 11 2 Minor Arterial 3300 404950 1031 1044 0.195 11 2 Minor Arterial 3300 404951 1356 1854 2.476 11 1 Major Arterial 1700 454952 1854 1356 2.476 11 1 Major Arterial 1700 454953 1423 1604 2.184 11 1 Minor Arterial 1700 404954 1604 1423 2.184 11 1 Minor Arterial 1700 404955 957 1371 2.7 11 1 Minor Arterial 1700 40496 1371 957 2.7 11 1 1 Minor Arterial 1700 40497 1038 1560 2.607 11 1 Minor Arterial 1700 40498 1560 1038 2.607 11 1 Minor Arterial 1700 40Page 87 of 91Appendix C -Page 88 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (veh/hr)
FF(mh4959 1416 1619 2.018 11 1 Minor Arterial 1700 40 _4960 1619 1416 2.018 11 1 Minor Arterial 1700 40 _4961 2169 2416 19.049 10 1 Collector
/Local Road 1500 304962 2416 2169 19.049 10 1 Collector/
Local Road 1500 304963 431 660 1.234 12 2 Freeway 4100 604964 613 2201 2.757 11 2 Major Arterial 3400 504965 2201 613 2.757 11 2 Major Arterial 3400 504966 677 436 1.283 12 2 Freeway 4100 604967 837 881 1.346 11 2 Major Arterial 3300 454968 788 1794 0.439 11 2 Major Arterial 3300 45 _4969 907 1798 1.766 11 2 Major Arterial 3300 45 _4970 991 1006 0.326 11 2 Minor Arterial 3300 404971 1007 992 0.327 11 2 Minor Arterial 3300 404972 1028 1086 0.723 11 2 Minor Arterial 3300 404973 1086 1028 0.723 11 2 Minor Arterial 3300 404974 1660 1199 0.097 12 1 Ramp 1500 354975 1244 1248 0.462 12 2 Freeway 4100 604976 1349 1533 0.906 11 1 Major Arterial 1200 454977 1533 1349 0.906 11 1 Major Arterial 1200 454978 1560 1566 3.187 11 1 Minor Arterial 1700 404979 1566 1560 31187 11 1 Minor Arterial 1700 404980 1569 1020 0.191 11 1 Minor Arterial 1700 40 _4981 1019 1037 0.191 10 2 Collector/
Local Road 1600 154982 1037 1019 0.191 1 10 2 Collector
/Local Road 1600 154983 1628 1640 1.468 11 2 Principal Arterial 3400 454984 1501 1677 1.488 11 1 Major Arterial 1700 45 _4985 1677 1501 1.488 11 1 Major Arterial 1700 45 _4986 1645 1683 2.869 11 1 Minor Arterial 1700 404987 1683 1645 2.869 11 1 Minor Arterial 1700 404988 1258 1273 6.53 11 1 Major Arterial 1200 45 _4989 1273 1258 6.53 11 1 Major Arterial 1200 454990 755 1348 0.295 11 1 Major Arterial 1200 454991 1348 755 0.295 11 1 Major Arterial 1200 454992 787 788 0.204 11 2 Major Arterial 3300 454993 788 787 0.204 11 2 Major Arterial 3300 454994 1403 1745 0.979 1 11 1 Principal Arterial 1700 454995 1745 1403 0.979 11 1 Principal Arterial 1700 454996 1106 1414 1.602 11 2 Principal Arterial 3400 454997 1414 1106 1.602 11 2 Principal Arterial 3400 454998 1621 1622 1.351 11 1 Major Arterial 1700 50 _4999 1622 1621 1.351 11 1 Major Arterial 1700 505000 1501 1638 1.62 11 -1 Major Arterial 1700 455001 1638 1501 1.62 11 1 Major Arterial 1700 455002 1247 1668 1.263 11 1 Minor Arterial 1700 405003 1668 1247 1.263 11 1 Minor Arterial 1700 405004 1320 1755 1.091 11 1 Major Arterial 1700 455005 1755 1320 1.091 11 1 Major Arterial 1700 455006 1496 1717 2.868 11 1 Major Arterial 1200 455007 1717 1496 2.868 .11 1 Major Arterial 1200 455008 1754 1321 0.945 12 2 Freeway 4100 555009 1323 1841 1.259 12 2 Freeway 4100 555010 1102 1600 0.014 11 1 Minor Arterial 1700 405011 1600 1102 0.014 11 1 Minor Arterial 1700 405012 1785 1784 0.085 11 1 Minor Arterial 1700 405013 333 624 2.553 11 1 Major Arterial 1700 455014 624 333 2.553 11 1 Major Arterial 1700 455015 1981 1987 1.008 11 2 Major Arterial 3300 45Page 88 of 91Appendix C -Page 89 of 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 5016 1987 1981 1.008 11 2 Major Arterial 3300 455017 2020 2252 1.164 11 1 Major Arterial 1700 455018 2252 2020 1.164 11 1 Major Arterial 1700 455019 1990 2250 1.627 11 1 Minor Arterial 1700 405020 2250 1990 1.627 11 1 Minor Arterial 1700 405021 1985 2008 2.012 11 1 Principal Arterial 1700 455022 2008 1985 2.012 11 1 Principal Arterial 1700 455023 2010 2009 0.224 1 11 1 Principal Arterial 1700 455024 2008 2011 0.207 11 1 Principal Arterial 1700 455025 2011 2008 0.207 11 1 Principal Arterial 1700 455026 2013 2011 0.2 19 11 1 Principal Arterial 1700 455027 1980 2013 1.159 11 1 Collector/
Local Road 1700 405028 2013 1980 1.159 11 1 Collector
/Local Road 1700 405029 2016 2017 0.151 11 1 Collector/
Local Road 1700 405030 2017 2016 0.151 11 1 Collector/
Local Road 1700 405031 2012 2014 0.156 11 1 Collector/
Local Road 1700 405032 2014 2012 0.156 11 1 Collector/
Local Road 1700 405033 2020 2021 0.505 11 1 Collector
/ Local Road 1700 405034 2021 2020 0.505 11 1 Collector
/ Local Road 1700 405035 2025 2026 0.433 10 1 Collector
/ Local Road 800 155036 2080 2139 3.859 11 1 Major Arterial 1200 455037 2139 2080 3.859 11 1 Major Arterial 1200 455038 2105 2106 2.556 11 1 Collector/
Local Road 1700 405039 2106 2105 2.556 11 1 Collector/
Local Road 1700 405040 2115 2401 1.347 10 1 Collector/
Local Road 800 155041 2401 2115 1.347 10 1 Collector/
Local Road 800 155042 2122 2226 0.787 12 1 Major Arterial 1700 255043 2226 2122 0.787 12 1 Major Arterial 1700 255044 2085 2123 1.108 11 1 Major Arterial 1700 405045 2123 2085 1.108 11 1 Major Arterial 1700 405046 2128 2479 1.766 10 1 Collector/
Local Road 800 155047 2479 2128 1.766 10 1 -Collector
/ Local Road 800 155048 2124 2342 1.129 11 1 Major Arterial 1700 405049 2342 2124 1.129 11 1 Major Arterial 1700 405050 2137 2138 2.67 10 1 Collector
/ Local Road 800 155051 2138 2137 2.67 10 1 Collector
/Local Road 800 155052 274 2307 2.892 11 2 Principal Arterial 3700 505053 2158 2291 5.862 11 1 Collector/
Local Road 1200 405054 2291 2158 5.862 11 1 Collector/
Local Road 1200 405055 2193 2199 0.485 11 1 Major Arterial 1700 455056 2199 2193 0.485 11 1 Major Arterial 1700 455057 2198 2361 0.733 1 11 1 Collector/I Local Road 1700 405058 2361 2198 0.733 11 1 Collector
/ Local Road 1700 405059 1984 2199 3.042 11 1 Collector/
Local Road 1700 405060 2199 1984 3.042 11 1 Collector/
Local Road 1700 405061 2204 2205 0.423 11 1 Principal Arterial
___1700 455062 2205 2204 0.423 11 1 Principal Arterial
___1700 455063 2203 2206 0.916 11 1 Principal Arterial
___1700 455064 2206 2203 0.916 11 1 Principal Arterial 1700 455065 1983 2199 4.058 11 1 Major Arterial
___1700 455066 2199 1983 4.058 11 1 Major Arterial 1700 455067 2207 2210 0.388 12 1 Principal Arterial 1700 355068 2210 2207 0.388 12 1 Principal Arterial
___1700 355069 2207 2208 0.499 11 1 Principal Arterial 1700 455070 2208 2207 0.499 11 1 Principal Arterial 1700 455071 2240 2308 1.663 11 1 Collector
/ Local Road 1700 405072 2308 2240 1.663 11 1 Collector
/ Local Road 1700 40Page 89 of 91Appendix C -Page 90Oof 104 Appendix CThree Mile Island NGSAppedix Thre Mle IlandNGSRoadway Network Data TableLik# UNd -oe Length Lane Number of Roda ye Saturation Flow F(mhLink# UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 5073 2030 2214 1.906 11 1 Major Arterial 1700 455074 2214 2030 1.906 11 1 Major Arterial 1700 455075 2034 2211 0.888 11 1 Principal Arterial 1700 455076 2211 2034 0.888 11 1 Principal Arterial 1700 455077 2201 2223 8.204 11 1 Collector
/ Local Road 1200 455078 2223 2201 8.204 11 1 Collector
/ Local Road 1200 455079 2235 2412 0.531 11 1 Collector
/Local Road 1700 405080 2412 2235 0.531 11 1 Collector!/
Local Road 1700 405081 2001 2009 1.417 11 1 Collector!
Local Road 1700 405082 2009 2001 1.417 11 1 Collector/
Local Road 1700 405083 1982 1988 1.342 12 2 MaJor Arterial 2850 255084 1988 1982 1.342 12 2 Major Arterial 2850 255085 2254 276 2.899 11 2 Principal Arterial 3700 505086 1985 1986 0.307 11 2 Principal Arterial 3400 455087 1986 1985 0.307 11 2 Principal Arterial 3400 455088 2234 2255 1.761 11 1 Collector/I Local Road 1700 405089 2255 2234 1.761 11 1 Collector/I Local Road 1700 405090 447 2316 1.057 11 2 Principal Arterial 3700 505091 1857 2285 1.099 11 1 Major Arterial 1700 455092 2285 1857 1.099 11 1 Major Arterial 1700 455093 2315 438 1.044 11 2 Principal Arterial 3700 505094 2202 2338 4.328 11 1 Collector
/ Local Road 1700 405095 2338 2202 4.328 11 1 Collector/I Local Road 1700 405096 2035 2232 2.105 11 1 Collector/
Local Road 1700 405097 2232 2035 2.105 11 1 Collector!
Local Road 1700 405098 2035 2005 0.316 11 1 Collector!/
Local Road 1700 405099 1422 1618 0.091 11 2 Principal Arterial 3400 455100 1618 1422 0.091 11 2 Principal Arterial 3400 455101 1420 1618 1.147 11 1 Collector/
Local Road 1700 405102 1618 1420 1.147 11 1 Collector/
Local Road 1700 405103 276 2229 0.725 11 1 Collector!
Local Road 1700 405104 2229 276 0.725 11 1 Collector!/
Local Road 1700 405105 1928 1929 1.408 11 1 Principal Arterial 1700 455106 1929 1928 1.408 11 1 Principal Arterial 1700 455107 150 155 0.972 11 1 Principal Arterial 1600 505108 152 150 1.173 11 1 Principal Arterial 1600 505109 967 1374 0.576 11 1 Collector
/Local Road 1700 405110 1374 967 0.576 11 1 Collector
/Local Road 1700 405111 1687 1768 1.209 11 1 Major Arterial 1700 455112 1768 1687 1.209 11 1 Major Arterial 1700 455113 1716 1726 3.253 11 1 Major Arterial 1200 455114 1726 1716 3.253 11 1 Major Arterial 1200 455115 1500 1726 3.989 11 1 Major Arterial 1200 455116 1726 1500 3.989 11 1 Major Arterial 1200 4515117 1500 1728 4.541 11 1 Major Arterial 1200 455118 1728 1500 4.541 11 1 Major Arterial 1200 455119 1498 1792 4.411 11 1 Major Arterial 1200 455120 1792 1498 4.411 11 1 Major Arterial 1200 455121 1946 1947 0.774 11 1 Principal Arterial 1700 455122 2315 2405 2.179 11 1 Collector/
Local Road 1700 405123 2405 2315 2.179 11 1 Collector!
Local Road 1700 405124 2096 2097 2.825 11 1 Major Arterial 1200 455125 2097 2096 2.825 11 1 Major Arterial 1200 455126 2110 2111 1.526 10 1 Collector
/Local Road 800 155127 2111 2110 1.526 10 1 Collector/
Local Road 800 15128 2126 2303 2.562 11 1 Major Arterial 1300 555129 2303 2126 2.562 11 1 Major Arterial 1300 55Page 90 of 91Appendix C -Page 91 of 104 Appendix CThree Mile Island NGSRoadway Network Data TableLength Lane Number of Roadway Type Saturation FlowLink # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr)
FFS_(mph5130 2126 2148 2.884 10 1 Collector/Local Road 800 155131 2148 2126 2.884 10 1 Collector/Local Road 800 155132 1345 2292 1.588 11 1 Minor Arterial 1200 405133 1 2292 1345 1.588 11 1 Minor Arterial 1200 40Page 91 of 91Appendix C -Page 92 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type164 2211803.1 321973.7 Signalized
-Flashing165 2211329.6 322017.84 Two-way yield166 2211382.2 321747.95 Two-way yield167 2211287.1 321961.82 Diverge -Uncontrolled 168 2211444.7 321774.3 Diverge -Uncontrolled 169 2211108.9 321456.01 Two-way stop170 2211753.5 321106.56 Two-way yield171 2212950.1 320890.15 Diverge -Uncontrolled 172 2213486.9 321244.47 Two-way yield173 2213132.6 321378.14 Diverge -Uncontrolled 174 2212173.6 320809.52 Diverge -Uncontrolled 175 2212564 320888.03 Two-way yield176 2212534.3 321284.79 Diverge -Uncontrolled 177 2213837 321238.11 Diverge -Uncontrolled 178 2212247.8 320147.55 Diverge -Uncontrolled 179 2212207.5 320756.48 Diverge -Uncontrolled 180 2211944.4 320580.38 Diverge -Uncontrolled 181 2213433.6 319935.29 Two-way yield182 2213474.4 319965.16 Two-way yield183 2212243.6 320045.71 Two-way yield184 2212819.9 319411.14 Two-way yield185 2212582.3 319256.34 Two-way yield186 2212610.8 319286.21 Two-way yield187 2212919 319272.63 Diverge -Uncontrolled 188 2213389.9 318809.08 Two-way yield189 2216656.2 315764.71 Diverge -Uncontrolled 190 2217065.7 315790.18 Diverge -Uncontrolled 191 2216664.7 315942.94 Two-way stop192 2216800.5 315720.16 Two-way yield193 2217496.4 315348.86 Diverge -Uncontrolled 194 2216749.6 315491.01 Two-way stop195 2217305.5 315382.81 Two-way yield196 2216787.8 315459.19 Two-way yield197 2289697.8 310405.52 Diverge -Uncontrolled 198 2289730.9 310518.23 Two-way yield199 2289479 310183.4 Two-way yield200 2288686.6 310751.95 Two-way yield202 2289760.8 310004.38 Diverge -Uncontrolled 203 2289349.7 309629.77 Diverge -Uncontrolled 204 2288812.6 310485.08 Diverge -Uncontrolled 205 2223454.8 309605.81 Two-way yield206 2223146.5 310225.75 Diverge -Uncontrolled 208 2223066.9 309450 Two-way yield209 2223133.2 309436.74 Two-way yieldPage 1 of 12Appendix C -Page 93 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type210 2289386.1 309374.5 Two-way yield213 2224134.4 309198.04 Two-way yield214 2224194.1 309178.15 Two-way yield215 2290430.4 309079.45 Diverge -Uncontrolled 216 2223839.4 308989.19 Two-way yield217 2290523.2 308804.29 Two-way yield218 2224044.9 308611.26 Diverge -Uncontrolled 219 2224900.5 306865.71 Two-way yield220 2225708.6 305614.9 Two-way yield222 2225660.9 305317.86 Diverge -Uncontrolled 223 2225962.1 304187.22 Two-way yield224 2225908.2 304688.64 Diverge -Uncontrolled 225 2226972.2 302593.15 Two-way yield227 2228484.3 299697.54 Diverge -Uncontrolled 228 2227791.5 301096.13 Two-way yield229 2228518.9 300040.75 Two-way yield231 2302489.1 297670.11 Signalized
-Actuated232 2301454.3 298301.65 Two-way yield233 2302147 297240.47 Signalized
-Flashing234 2301388 298251.93 Diverge -Uncontrolled 235 2230342.9 296834.87 Two-way yield236 2229981.4 297204.89 Diverge -Uncontrolled 237 2229804.9 296799.22 Two-way yield238 2229677.1 297282.97 Two-way stop239 2229939 296817.89 Diverge -Uncontrolled 240 2229961 296726.23 Two-way yield241 2229894.8 296749.1 Two-way yield242 2303049.7 296656.5 Two-way yield243 2303223.7 296656.5 Diverge -Uncontrolled 244 2235279.8 292245.31 Two-way yield245 2235379.5 292258.04 Signalized
-Flashing246 2234683.6 292682.38 Two-way yield247 2234934 292126.49 Signalized
-Flashing248 2234632.7 292646.31 Diverge -Uncontrolled 249 2234668.8 292098.91 Diverge -Uncontrolled 250 2235016.7 292007.68 Two-way yield251 2235475 291816.72 Two-way yield252 2257970.3 291706.13 Two-way stop303 2244648.4 273238.86 Diverge -Uncontrolled 304 2243901.9 274807.57 Two-way yield309 2244170.5 274488.12 Signalized
-Actuated332 2299339.5 267277.45 Signalized
-Actuated365 2250569.9 252054.37 Two-way yield366 2250395.8 252791.99 Diverge -Uncontrolled Page 2 of 12Appendix C -Page 94 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type367 2251303.4 252157.97 Signalized
-Flashing368 2250255 251859.6 Signalized
-Actuated369 2250665.2 251826.45 Two-way yield370 2250806.1 251250.44 Diverge -Uncontrolled 371 2251336.5 251917.62 Diverge -Uncontrolled 419 2253136 241569.35 Diverge -Uncontrolled 420 2253215.6 241739.08 Two-way stop421 2252820.5 241143.62 Signalized
-Flashing422 2252841.6 242166.08 Diverge -Uncontrolled 424 2253117.4 241158.27 Two-way yield426 2253236.8 240657.01 Diverge -Uncontrolled 427 2253414.5 241447.35 Diverge -Uncontrolled 430 2253308.4 240248.58 Two-way yield604 2225931.4 305500.86 Two-way stop606 2251510.6 252215.98 Two-way yield607 2253273.9 242030.82 Diverge -Uncontrolled 631 2244204.5 274543.28 Two-way yield632 2243958.3 274157.66 Signalized
-Actuated633 2243732.8 274956.75 Diverge -Uncontrolled 642 2287482 297534.94 Two-way stop652 2213340.6 318900.74 Diverge -Uncontrolled 654 2230090.9 297187.49 Diverge -Uncontrolled 655 2235532.3 291850.67 Diverge -Uncontrolled 703 2209111.6 326779.73 Diverge -Uncontrolled 705 2229827.1 336449.16 Diverge -Uncontrolled 707 2229603 340252.17 Two-way yield708 2229530.9 340245.8 Diverge -Uncontrolled 715 2235861 337877.92 Diverge -Uncontrolled 716, 2234265.5 336974.54 Two-way yield717 2234193.8 337014.8 Diverge -Uncontrolled 719 2252790.6 327111.33 Two-way yield899 2286467.9 354572.22 Signalized
-Flashing912 2278466.6 353211.31 Two-way yield913 2278689.3 353075.52 Diverge -Uncontrolled 915 2278409.3 352967.31 Two-way yield936 2275417.6 348876.67 Signalized
-Actuated 937 2275197.4 348767.93 Signalized
-Flashing956 2271692.2 346556.73 Diverge -Uncontrolled 958 2227999.6 346892.06 Two-way yield960 2228477 345809.99 Signalized
-Flashing961 2227989 346754.15 Diverge -Uncontrolled 965 2228010.2 345762.25 Signalized
-Flashing966 2227239.2 345676.8 Diverge -Uncontrolled 975 2228622.8 344680.18 Two-way yieldPage 3 of 12Appendix C -Page 95 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type976 2228657.4 344740.16 Diverge -Uncontrolled 978 2264358.1 343955.34 Diverge -Uncontrolled 980 2264539.4 342916.95 Signalized
-Actuated981 2264489.9 342885.66 Signalized
-Actuated983 2264624.5 342217.68 Two-way yield984 2265569.3 342010.81 Diverge -Uncontrolled 986 2265812 341713.77 Two-way yield987 2265649.9 342033.6 Diverge -Uncontrolled 988 2265195.9 341662.85 Two-way yield989 2264800.4 341684.92 Diverge -Uncontrolled 990 2265055 341577.98 Diverge -Uncontrolled 993 2260400.8 341334.45 Two-way stop994 2264978.6 341413.34 Two-way yield995 2265277.4 341562.71 Diverge -Uncontrolled 996 2264639.2 341145.15 Two-way yield997 2264622.2 341847.86 Diverge -Uncontrolled 999 2264591.6 341039.92 Diverge -Uncontrolled 1000 2265912.2 341749.42 Two-way yield1012 2249222.6 339754.31 Signalized
-Flashing1015 2253226.3 339543.28 Two-way yield1016 2240414.7 339768.45 Signalized
-Flashing1017 2261530.7 339086.8 Two-way stop1018 2262528.8 339383.84 Diverge -Uncontrolled 1022 2229653.1 338882.74 Diverge -Uncontrolled 1023 2258987.5 338805.24 Two-way yield1024 2259082.5 338874.83 Diverge -Uncontrolled 1025 2261664.8 338791.46 Signalized
-Flashing1026 2262486.3 339285.39 Two-way yield1027 2259053.7 338769.6 Two-way yield1029 2258155.8 338744.13 Diverge -Uncontrolled 1030 2258515.6 338716.98 Two-way yield1032 2258997.5 338454.71 Signalized
-Flashing1033 2230156.3 338450.5 Diverge -Uncontrolled 1034 2229931.1 338753.32 Two-way yield1035 2229692.4 338365.73 Two-way yield1036 2229746.8 338364.37 Diverge -Uncontrolled 1038 2230357.7 338179.16 Diverge -Uncontrolled 1040 2230108.4 338155.3 Two-way yield1041 2229574.3 338095.51 Signalized
-Flashing1042 2223487.2 337925.05 Two-way yield1043 2223061.2 338197.72 Diverge -Uncontrolled 1061 2229734.2 337069.1 Diverge -Uncontrolled 1065 2226579.2 336823.91 Two-way yield1066 2227048.7 336906.13 Diverge -Uncontrolled Page 4 of 12Appendix C -Page 96 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type1067 2229780.6 336800.57 Diverge -Uncontrolled 1068 2229774 337079.04 Two-way yield1071 2227732.9 336654.18 Diverge -Uncontrolled 1072 2229900 336634.81 Two-way yield1073 2225475.9 336630.31 Diverge -Uncontrolled 1074 2226064.7 336701.92 Diverge -Uncontrolled 1076 2226162.8 336571.96 Two-way yield1077 2228858.9 336455.78 Diverge -Uncontrolled 1083 2228980.9 336415.99 Two-way yield1089 2228903.4 336335.3 Diverge -Uncontrolled 1092 2232830.1 336082.75 Two-way stop1093 2232952.7 336473.94 Diverge -Uncontrolled 1095 2229757 335917.42 Two-way stop1096 2229784.2 335966.31 Two-way yield1097 2229765.7 335858.76 Two-way yield1098 2229903.3 335361.79 Diverge -Uncontrolled 1101 2229961.9 335178.73 Two-way stop1105 2230494.4 334250.1 Two-way stop1107 2220075.1 332777.55 Signalized
-Flashing1110 2232557.7 332636.71 Two-way yield1111 2231054.8 333906.96 Two-way yield1112 2231991.1 332414.14 Two-way yield1113 2231139.7 333676.22 Diverge -Uncontrolled 1117 2232985.6 331602.25 Two-way yield1118 2233054.5 331655.29 Diverge -Uncontrolled 1167 2208241.7 327771.63 Signalized
-Actuated1168 2208339.9 328317.97 Diverge -Uncontrolled 1170 2251157.9 327583.74 Two-way stop1172 2256287.6 327370.54 Signalized
-Flashing1175 2253163.6 327136.19 Diverge -Uncontrolled 1180 2256307 326930.25 Signalized
-Flashing1182 2208809.3 327617.8 Signalized
-Actuated1183 2251220.1 326854.4 Two-way stop1184 2244434.7 326808.38 Two-way yield1185 2244402.4 327281.06 Two-way yield1193 2245237.6 326517.01 Diverge -Uncontrolled 1198 2243703.1 326322.76 Two-way yield1200 2256443 326321.6 Two-way yield1201 2257045.2 326580.6 Diverge -Uncontrolled 1205 2245567.8 325966.64 Diverge -Uncontrolled 1206 2243690.1 326238.59 Diverge -Uncontrolled 1207 2255430.4 325944.6 Diverge -Uncontrolled 1208 2256002.7 326315.13 Two-way yield1209 2254856.6 326574.13 Diverge -Uncontrolled Page 5 of 12Appendix C -Page 97 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type1210 2257537.3 325959.01 Diverge -Uncontrolled 1211 2256352.3 325680.58 Signalized
-Actuated 1212 2245797.1 325419.9 Two-way yield1213 2245693.5 324997.21 Two-way stop1214 2238261.3 325166.11 Diverge -Uncontrolled 1215 2236573.9 325630.23 Two-way yield1216 2237412.7 324436.77 Two-way yield1217 2237150.8 324632.36 Diverge -Uncontrolled 1219 2237101 324174.87 Diverge -Uncontrolled 1220 2237130.9 324413.56 Two-way yield1221 2237280.1 324082.05 Diverge -Uncontrolled 1222 2237299.9 324287.59 Diverge -Uncontrolled 1223 2236779.5 323889.77 Two-way yield1224 2236696.6 325308.66 Diverge -Uncontrolled 1225 2237233.6 323979.28 Diverge -Uncontrolled 1226 2237044.7 324065.47 Two-way yield1228 2237372.9 323710.75 Diverge -Uncontrolled 1229 2238304.4 325126.32 Two-way yield1230 2236386.2 323626 Signalized
-Flashing1231 2236571 323663.3 Two-way yield1232 2236826.3 323590.37 Two-way yield1233 2237303.3 323680.91 Diverge -Uncontrolled 1234 2236441.7 323348.36 Diverge -Uncontrolled 1238 2237515.2 323102.07 Two-way yield1239 2237483.4 323009.25 Diverge -Uncontrolled 1240 2236303.5 322831.87 Diverge -Uncontrolled 1241 2238324.1 322762.6 Diverge -Uncontrolled 1242 2236926.4 322523.9 Two-way yield1243 2236703.6 322433.73 Diverge -Uncontrolled 1245 2273740.8 320984.01 Two-way stop1259 2264556.1 317818.84 Two-way stop1261 2244699 317114.03 Diverge -Uncontrolled 1262 2245086.8 317573.79 Two-way yield1264 2245089.7 317432.43 Diverge -Uncontrolled 1265 2245442.4 316969.76 Diverge -Uncontrolled 1266 2266439.1 317679.12 Two-way stop1267 2266091.3 316351.43 Two-way yield1268 2266054 316227.11 Two-way yield1276 2268156.1 315519.8 Diverge -Uncontrolled 1277 2266038.8 315500.38 Two-way yield1280 2265598.9 315000.7 Diverge -Uncontrolled 1281 2264400.6 316031.32 Diverge -Uncontrolled 1282 2265743.7 314992.12 Two-way stop1283 2265831.3 314952.4 Two-way yieldPage 6 of 12Appendix C -Page 98 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type1284 2267696.3 315409.73 Two-way yield1285 2265718.2 314879.67 Two-way yield1286 2265553.5 314261.7 Signalized
-Actuated1371 2239857.5 348951.76 Two-way stop1381 2282223.6 344986.95 Signalized
-Actuated1382 2240982 344304.11 Two-way yield1383 2273828 344221.68 Signalized
-Flashing1388 2266561.3 342117.55 Signalized
-Flashing1394 2272198.2 340609.03 Two-way yield1399 2240833.4 337821.7 Two-way stop1402 2223578 337250.21 Signalized
-Flashing1405 2222065.6 336849.43 Two-way stop1406 2219409.3 336919.04 Two-way stop1408 2229145 334503 Two-way stop1410 2259417.2 333096.07 Two-way stop1415 2234274.9 332801.22 Two-way stop1417 2232345.2 331159.62 Signalized
-Flashing1419 2229523.5 331191.79 Two-way stop1421 2223001.7 330854.49 Two-way stop1426 2222220.8 329821.64 Two-way stop1428 2251087.3 328334.74 Signalized
-Flashing1430 2203675 328143.25 Signalized
-Flashing1432 2211072.7 327493.03 Two-way stop1433 2212918.1 327646.81 Two-way stop1443 2235086 326159.08 Signalized
-Flashing1444 2242242.9 324632.4 Two-way stop1448 2251809.4 323403.49 Two-way stop1451 2265318.5 323018.33 Two-way stop1452 2240680.3 321499.87 Two-way stop1456 2240488.1 320366.75 Two-way stop1459 2237117 320060.85 Two-way yield1461 2255128.9 319220.61 Two-way stop1466 2254989 317890.01 Signalized-Actuated1470 2260274.5 316200.11 Two-way stop1472 2253102.7 315531.27 Signalized
-Actuated1475 2264106.4 314866.99 Two-way stop1476 2252969.6 314922.46 Two-way stop1478 2252845.3 314616.85 Signalized
-Flashing1482 2263774.4 314266.28 Two-way stop1493 2258554.6 305643.89 Two-way stop1497 2256913.7 304140.23 Two-way stop1511 2224228.1 337929.19 Two-way yield1512 2225502 337233.57 Two-way yield1513 2229160.7 336618.23 Two-way yieldPage 7 of 12Appendix C -Page 99 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type1514 2228938.6 336644.76 Two-way yield1515 2233569.8 336760.35 Two-way yield1516 2230927.7 336541.99 Diverge -Uncontrolled 1517 2230665.8 336575.14 Diverge -Uncontrolled 1518 2230244.8 336038.08 Diverge -Uncontrolled 1519 2231491.3 336333.13 Two-way yield1520 2230034.7 335194.2 Two-way yield1521 2230026 335968.46 Two-way yield1522 2230101.1 335210.12 Diverge -Uncontrolled 1527 2208353.1 328405.49 Diverge -Uncontrolled 1536 2278526 353030.97 Two-way stop1537 2274742.5 352179.96 Signalized
-Actuated1539 2274630.2 350431.23 Two-way stop1540 2270022.7 350228.41 Signalized
-Actuated1541 2276592.5 349481.36 Signalized
-Flashing1546 2278348.8 345078 Signalized
-Actuated1547 2275851.3 344833.44 Signalized
-Actuated1550 2273941.9 343913.11 Two-way stop1553 2276096.8 342223.56 Signalized
-Actuated1557 2277100.9 341444.57 Two-way stop1558 2259306.5 341230.85 Signalized
-Actuated1560 2240812.1 340694.34 Two-way stop1561 2255000 340611.81 Two-way stop1563 2247224.1 340289.28 Two-way stop1566 2248670.9 339947.39 Two-way stop1568 2245937.2 339868.41 Two-way stop1571 2278650.8 339575.08 Two-way stop1572 2248032.3 339325.73 Two-way stop1574 2240533.9 338890.07 Signalized
-Flashing1575 2265766.9 338773.13 Two-way stop1576 2224731 338541.61 Signalized
-Flashing1577 2230225.1 338168.56 Signalized
-Flashing1579 2240192.1 337440.92 Two-way stop1580 2222000.9 337328.58 Signalized
-Flashing1584 2233899.1 337096.43 Two-way stop1585 2233944.9 337113.4 Two-way yield1586 2224088.5 337077.82 Signalized
-Flashing1587 2217193.7 337041.35 Signalized
-Flashing1590 2218347.9 336919.68 Signalized
-Flashing1591 2263426.1 336308.25 All-way stop1594 2218903.2 335473.44 Two-way stop1596 2251371.8 335097.93 Two-way stop1597 2235182 335194.16 Two-way stop1598 2233006.9 335001.94 Signalized
-FlashingPage 8 of 12Appendix C -Page 100 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type1601 2271283.7 334563.85 Two-way stop1602 2229873.2 334508.1 Signalized
-Flashing1603 2271159.4 334360.8 Two-way stop1604 2226525 334204.36 Signalized
-Flashing1605 2259758.6 334120.43 Two-way stop1606 2216170.2 334021.35 Two-way stop1610 2251541.7 332694.1 Two-way stop1612 2231748.3 332302.85 Signalized
-Flashing1613 2244681.6 333820.9 Two-way stop1615 2266472.4 331646.18 Two-way stop1616 2219090.5 331487.02 Two-way stop1619 2239173.4 330962.33 Two-way stop1624 2266817.4 330029.98 Two-way stop1625 2282167.7 329872.99 Two-way stop1626 2282440.9 332736.13 Two-way stop1637 2263725.6 328216.99 Two-way stop1639 2272975.2 328102.18 Two-way stop1641 2211849.7 327921.99 Two-way stop1642 2283848 327749.25 Two-way stop1643 2282677.3 327878.75 Two-way stop1644 2208414.1 327726.54 Two-way yield1646 2214431.6 327740.56 Two-way stop1647 2245522.5 327423.5 Signalized
-Flashing1648 2224906.9 327388.45 Two-way stop1654 2238469.9 326973.5 Two-way stop1655 2240263.5 326960.55 Two-way stop1656 2268543.4 326938.7 Two-way stop1663 2246352.3 325274.86 Two-way stop1664 2247270.8 325254.4 Two-way stop1665 2263408.9 325180.85 Two-way stop1666 2240454.1 324596.42 All-way stop1671 2251809.7 322056.32 Two-way stop1673 2238399 321711.96 Two-way stop1675 2241641.4 321499.87 Two-way stop1676 2235247.7 321094.62 Signalized
-Actuated1680 2243098.3 320680.38 Two-way stop1681 2243917.8 320235.23 Two-way stop1682 2268123.8 318110.21 Two-way stop1686 2253051.7 317283.95 Signalized
-Actuated1694 2250850 316136.62 Signalized
-Flashing1698 2250763.8 315553.15 All-way stop1708 2256771.5 312211.25 Two-way stop1715 2260709.5 307404.26 Two-way stop1719 2200134.1 305379.04 All-way stopPage 9 of 12Appendix C -Page 101 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type1720 2256794.2 304571.47 Two-way stop1722 2262369.2 303765.29 Two-way stop1733 2244692.2 317078.39 Signalized
-Flashing1734 2245435.6 316930.72 Two-way stop1735 2281042 359081.56 Two-way stop1737 2285624.2 354108.05 All-way stop1772 2228447.8 336617.56 Diverge -Uncontrolled 1773 2229740.9 336266.83 Diverge -Uncontrolled 1774 2230321 336343.08 Two-way yield1775 2230393.8 336736.98 Diverge -Uncontrolled 1778 2247565.9 316596.66 Two-way yield1786 2208912.7 327095.33 Two-way yield1828 2245716.3 318710.97 Two-way yield1829 2245675.5 318751.71 Diverge -Uncontrolled 1846 2237515.9 322595.86 Two-way yield1849 2246033.3 324993.07 Diverge -Uncontrolled 1853 2246808.2 326625.79 Two-way yield1863 2275058.4 296738.7 Two-way stop1864 2269867.5 281798.58 Two-way stop1865 2271937.4 279249.54 Two-way stop1871 2291062 297113.21 Signalized
-Actuated1872 2288953.1 298819.57 Signalized
-Flashing1873 2287084.9 302212.76 Signalized
-Flashing1874 2286000.6 298296.4 Two-way stop1879 2303542.8 299068.29 Two-way stop1880 2301092 308106.94 Two-way stop1887 2306627.7 267985.4 Two-way stop1892 2299584.9 281548.78 Two-way stop1913 2291092.6 301802.89 Two-way stop1914 2288274.6 300124.92 Signalized-Actuated 1916 2277507.6 293780.46 Two-way stop1966 2283004 291631.02 Two-way stop1978 2249203.3 251562.27 Signalized
-Actuated1997 2251082.1 240584.54 Signalized
-Flashing2000 2253069.9 243773.22 Signalized
-Actuated2036 2248645.9 246008.99 Two-way stop2040 2254556.3 251119.02 Signalized
-Actuated2041 2258465 248504.52 Two-way stop2044 2266231.3 247708.36 Two-way stop2046 2264683.4 249241.76 Signalized
-Actuated2052 2255478.2 259280.99 Two-way stop2058 2256148.3 264025.45 Signalized
-Actuated2060 2255481.4 264239.12 Two-way stop2061 2249408 266346.54 Two-way stopPage 10 of 12Appendix C -Page 102 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type2063 2256449 266188.86 Signalized
-Actuated2065 2264585.5 263270.92 Two-way stop2066 2265637.7 262259.21 Two-way stop2067 2266338.3 263327.83 Two-way stop2070 2257311.7 274452.95 Two-way stop2074 2258352.9 283252.97 Two-way stop2076 2256556.2 281286.2 Two-way stop2077 2256895.6 284100.27 Two-way stop2080 2250048.5 288531.74 Two-way stop2082 2251857 289581.33 Two-way stop2083 2252084.1 286663.12 Two-way stop2086 2215560.9 321907.31 Two-way stop2088 2214499 320750.63 Signalized
-Flashing2089 2216911.8 323040.83 Signalized
-Flashing2093 2216178.9 316409.71 Two-way stop2095 2218075.7 313730.62 Two-way stop2096 2211843.4 310161.3 All-way stop2097 2216912.9 311067.91 Two-way stop2102 2219977.6 309746.5 All-way stop2104 2216730.3 292247.38 All-way stop2107 2229389.7 307078.63 Two-way stop2111 2228560.9 303983.61 Two-way stop2112 2226288.2 306832.58 Two-way stop2113 2226009.8 307156.33 Two-way stop2114 2225464.8 304452.44 Signalized
-Flashing2117 2243915.8 306198.29 Two-way stop2118 2247943.4 300000.51 Two-way yield2124 2229222.4 300001.86 Signalized
-Actuated 2126 2210846.7 298074.66 Two-way stop2127 2222905.8 299678.1 Two-way stop2129 2222962 299921.91 Two-way stop2131 2222532 299385.42 Two-way stop2135 2233725.2 292338.6 Two-way stop2136 2236549.3 291833.56 Two-way stop2137 2240729.1 290976.44 Two-way stop2139 2243650.4 290457.94 Two-way stop2140 2241753.4 288674.8 Two-way stop2141 2208432.3 319629.65 Two-way stop2143 2208624.9 315039.89 Two-way stop2145 2209095.3 312481.32 Two-way stop2155 2208631.8 286822.94 Two-way stop2160 2201300.7 267258.37 Signalized
-Flashing2161 2215362.8 286339.65 Two-way stop2163 2242110.7 285108.53 Two-way stopPage 11 of 12Appendix C -Page 103 of 104 Appendix CThree Mile Island NGSNode Data TableNode # X-Coord Y-Coord Control Type2172 2230646.6 250319.56 Two-way stop2174 2243688.1 262279.1 All-way stop2175 2244771.8 246167.5 Signalized-Flashing2177 2246571.9 248133.58 All-way stop2179 2243677.9 263007.53 Two-way stop2183 2244259.6 274638.76 Two-way stop2184 2239110.4 288624.22 Two-way stop2185 2244143.2 281149.28 Two-way stop2202 2238753.3 239704.52 Signalized
-Flashing2215 2222783.1 241683.3 Two-way stop2225 2246451.5 300316.49 Two-way stop2244 2219578.5 291259.07 Two-way stop2245 2244611.3 273153.99 Two-way yield2246 2254654.1 253122.83 Signalized
-Actuated 2268 2265034 286351.38 Two-way stop2270 2280459 288943.66 Two-way stop2272 2290140.2 290229.7 Two-way stop2275 2292445.4 278034.1 Two-way stop2281 2300218.5 292864.27 Signalized
-Actuated2303 2208867.9 306624.46 Two-way stop2334 2249025.3 249828.2 Two-way stop2342 2229808.7 297648.83 Signalized
-Actuated2343 2229470.3 297924.79 Two-way yield2345 2224883.6 308641.09 Two-way stop2405 2261063.2 248738.41 Signalized
-Flashing2433 2249516.9 326937.28 Diverge -Uncontrolled 2434 2248874.6 326970.44 Two-way yield2444 2284280.4 357321.07 Signalized
-Flashing2445 2284319.4 357271.85 Signalized
-Flashing2446 2278743.5 354703.57 Two-way yield2447 2278648.4 354340.33 Two-way yield2448 2277595.4 353695.44 Diverge -Uncontrolled 2449 2278556.8 354448.96 Diverge -Uncontrolled 2450 2278696 354516.86 Signalized
-Actuated2451 2278712.9 354572.87 Signalized
-Actuated2452 2278869.1 354611.91 Diverge -Uncontrolled 2484 2211668.5 322008.72 Diverge -Uncontrolled 2485 2211094.4 321609.62 Diverge -Uncontrolled 2486 2250253.4 252101.91 Diverge -Uncontrolled 2487 2251325.8 251995.51 Diverge -Uncontrolled Note: Coordinates in NAD83 State Plane Pennsylvania SouthNodes which reflect changes in roadway properties (number of lanes,speed limit, capacity, etc.) at points along the link are omitted from this list.Page 12 of 12Appendix C -Page 104 of 104 ARCADISAppendix DMaps of Average Speed by Hourfor Roadway Links -TMI Evacuation Hour 1Avg Speed (mph)Links<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 1 of 12 Evacuation Avg Speed (Links<= 0.00<= 20.00<= 40.00<= 60.00> 60.00-our 2mph)Appendix D -Page 2 of 12 Evacuation Hour 3Avg Speed (mph)Links<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 3 of 12 Evacuation Hour 4Avg Speed (mph)Links<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 4 of 12 Evacuation Hour 5-- Avg Speed (mph)Links<= 0.00<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 5 of 12 Appendix D -Page 6 of 12 Appendix D -Page 7 of 12 Appendix D -Page 8 of 12 Appendix D -Page 9 of 12 Appendix D -Page 10 of 12 Appendix D -Page 11 of 12 Evacuation Hour 12Avg Speed (mph)Links<= 20.00<= 40.00<= 60.00> 60.00Appendix D -Page 12 of 12i}}

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