ML13023A073
| ML13023A073 | |
| Person / Time | |
|---|---|
| Site: | River Bend  |
| Issue date: | 12/18/2012 |
| From: | KLD Engineering, PC |
| To: | NRC/FSME, Office of Nuclear Reactor Regulation, Entergy Operations |
| Shared Package | |
| ML130230023 | List: |
| References | |
| CNRO-2012-00013, ENOC-2012-00038 KLD TR-523, Rev 1 | |
| Download: ML13023A073 (154) | |
Text
RiverBendStation H2 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 TableH1.PercentofPASPopulationEvacuatingforEachRegion
Region Description PAS 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 R01 2milering 100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R02 5milering 100%
100%
100%
100%
20%
20%
20%
100%
100%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R03 FullEPZ 100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
Evacuate2mileringand5milesdownwind Region WindDirection Toward PAS 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 R04 N,NNE 100%
100%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R05 NE 100%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R06 ENE 100%
20%
100%
20%
20%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R07 E,ESE 100%
20%
100%
100%
20%
20%
20%
100%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R09 S
100%
20%
20%
100%
20%
20%
20%
20%
100%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R10 SSW 100%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R11 SW,WSW 100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R12 W
100%
100%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R13 WNW,NW,NNW 100%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
Evacuate5mileringanddownwindtoEPZboundary Region WindDirection Toward PAS 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 R14 N,NNE 100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
20%
20%
20%
20%
20%
100%
20%
20%
R15 NE,ENE 100%
100%
100%
100%
100%
20%
100%
100%
100%
100%
100%
20%
20%
20%
20%
100%
20%
20%
R16 E
100%
100%
100%
100%
100%
20%
100%
100%
100%
100%
100%
100%
100%
20%
20%
100%
20%
20%
R17 ESE 100%
100%
100%
100%
100%
20%
20%
100%
100%
20%
100%
100%
100%
100%
20%
100%
20%
20%
RiverBendStation H3 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Region Description PAS 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 R18 SE 100%
100%
100%
100%
100%
20%
20%
100%
100%
20%
20%
100%
100%
100%
100%
100%
20%
20%
R19 SSE 100%
100%
100%
100%
100%
20%
20%
100%
100%
20%
20%
100%
100%
100%
100%
100%
100%
20%
R20 S
100%
100%
100%
100%
100%
20%
20%
100%
100%
20%
20%
20%
20%
100%
100%
100%
100%
100%
R21 SSW 100%
100%
100%
100%
100%
20%
20%
100%
100%
20%
20%
20%
20%
20%
100%
100%
100%
100%
R22 SW,WSW 100%
100%
100%
100%
100%
20%
20%
100%
100%
20%
20%
20%
20%
20%
20%
100%
100%
100%
R23 W
100%
100%
100%
100%
100%
100%
20%
100%
100%
20%
20%
20%
20%
20%
20%
100%
20%
100%
R24 WNW,NW 100%
100%
100%
100%
100%
100%
20%
100%
100%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R25 NNW 100%
100%
100%
100%
100%
100%
100%
100%
100%
20%
20%
20%
20%
20%
20%
100%
20%
20%
StagedEvacuation2MileRadiusEvacuates,thenEvacuateDownwindto5Miles Region WindDirection Toward PAS 1
2 3
4 5
6 7
8 9
10 11 12 13 14 15 16 17 18 R26 5MileRing 100%
100%
100%
100%
20%
20%
20%
100%
100%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R27 N,NNE 100%
100%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R28 NE 100%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R29 ENE 100%
20%
100%
20%
20%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R30 E,ESE 100%
20%
100%
100%
20%
20%
20%
100%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
R32 S
100%
20%
20%
100%
20%
20%
20%
20%
100%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R33 SSW 100%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R34 SW,WSW 100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R35 W
100%
100%
20%
20%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
100%
20%
20%
R36 WNW,NW,NNW 100%
100%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
20%
ShelterinPlaceuntil90%ETEforR01,thenEvacuate Area(s)ShelterinPlace Area(s)Evacuate
RiverBendStation H4 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH1.RegionR01
RiverBendStation H5 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH2.RegionR02
RiverBendStation H6 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH3.RegionR03
RiverBendStation H7 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH4.RegionR04
RiverBendStation H8 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH5.RegionR05
RiverBendStation H9 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH6.RegionR06
RiverBendStation H10 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH7.RegionR07
RiverBendStation H11 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH8.RegionR08
RiverBendStation H12 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH9.RegionR09
RiverBendStation H13 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH10.RegionR10
RiverBendStation H14 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH11.RegionR11
RiverBendStation H15 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH12.RegionR12
RiverBendStation H16 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH13.RegionR13
RiverBendStation H17 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH14.RegionR14
RiverBendStation H18 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH15.RegionR15
RiverBendStation H19 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH16.RegionR16
RiverBendStation H20 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH17.RegionR17
RiverBendStation H21 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH18.RegionR18
RiverBendStation H22 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH19.RegionR19
RiverBendStation H23 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH20.RegionR20
RiverBendStation H24 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH21.RegionR21
RiverBendStation H25 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH22.RegionR22
RiverBendStation H26 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH23.RegionR23
RiverBendStation H27 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH24.RegionR24
RiverBendStation H28 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH25.RegionR25
RiverBendStation H29 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH26.RegionR26
RiverBendStation H30 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH27.RegionR27
RiverBendStation H31 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH28.RegionR28
RiverBendStation H32 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH29.RegionR29
RiverBendStation H33 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH30.RegionR30
RiverBendStation H34 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH31.RegionR31
RiverBendStation H35 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH32.RegionR32
RiverBendStation H36 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH33.RegionR33
RiverBendStation H37 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH34.RegionR34
RiverBendStation H38 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH35.RegionR35
RiverBendStation H39 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureH36.RegionR36
APPENDIXJ RepresentativeInputstoandOutputsfromtheDYNEVIISystem
RiverBendStation J1 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 J. REPRESENTATIVEINPUTSTOANDOUTPUTSFROMTHEDYNEVIISYSTEM ThisappendixpresentsdatainputtoandoutputfromtheDYNEVIISystem.TableJ1provides thevolumeandqueuesforthetenhighestvolumesignalizedintersectionsinthestudyarea.A residual queue, existing at the start of the RED signal indication, indicates that the demand couldnotbeentirelyservedbytheGREENphase.Noresidualqueueindicatesthatthetraffic movement is undersaturated (i.e., not congested) throughout the duration of evacuation.
RefertoTableK2andthefiguresinAppendixKforamapshowingthegeographiclocationof eachintersection.
Table J1 provides source (vehicle loading) and destination information for several roadway segments(links)intheanalysisnetwork.RefertoTableK1andthefiguresinAppendixKfora mapshowingthegeographiclocationofeachlink.
TableJ3providesnetwork-widestatistics(averagetraveltime,averagespeedandnumberof vehicles)foranevacuationoftheentireEPZ(RegionR03)foreachscenario.Asexpected,the rainscenarioshavesloweraveragespeedsandlongeraveragetraveltimesthantheequivalent goodweatherscenarios.
TableJ4providesstatistics(averagespeedandtraveltime)forthemajorevacuationroutes-US61,SR10,andSR1-foranevacuationoftheentireEPZ(RegionR03)underScenario1 conditions.AsdiscussedinSection7.3andshowninFigures73through79,SR10iscongested for most of the evacuation. As such, the average speeds are comparably slower (and travel timeslonger)thanotherevacuationroutes.
Table J5 provides the number of vehicles discharged and the cumulative percent of total vehiclesdischargedforeachlinkexitingtheanalysisnetwork,foranevacuationoftheentire EPZ(RegionR03)underScenario1conditions.RefertoTableK1andthefiguresinAppendixK foramapshowingthegeographiclocationofeachlink.
FigureJ1throughFigureJ12plotthetripgenerationtimeversustheETEforeachofthe12 Scenariosconsidered.ThedistancebetweenthetripgenerationandETEcurvesisthetravel time.PlotsoftripgenerationversusETEareindicativeoftheleveloftrafficcongestionduring evacuation. For low population density sites, the curves are close together, indicating short traveltimesandminimaltrafficcongestion.Forhigherpopulationdensitysites,thecurvesare fartherapartindicatinglongertraveltimesandthepresenceoftrafficcongestion.Asseenin Figure J1 through Figure J12, the curves are spatially separated as a result of the traffic congestionintheEPZ,whichwasdiscussedindetailinSection7.3.
RiverBendStation J2 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 TableJ1.CharacteristicsoftheTenHighestVolumeSignalizedIntersections Node Location Intersection Control Approach (UpNode)
TotalVolume (Veh)
Max.Turn Queue(Veh) 281 SR19&SR64 Actuated 306 1,114 0
282 52 0
572 6,098 0
TOTAL 7,264
511 SR19&SR10 Actuated 146 6,044 396 510 254 0
80 1,009 58 TOTAL 7,307
534 US190&SR78 Actuated 533 1,274 0
537 2,251 0
536 4,403 0
TOTAL 7,928
572 SR19&ChurchSt Actuated 573 116 0
281 35 0
579 5,983 0
TOTAL 6,134
540 US190&SR413 Actuated 656 374 0
539 3,405 0
541 2,736 0
TOTAL 6,515
277 SR19&PortHudson PrideRd Actuated 503 1,012 111 509 97 9
274 4,763 535 278 35 0
TOTAL 5,907
107 SR10&SR68 Actuated 106 5,844 28 109 73 0
TOTAL 5,917
289 SR19&GroomRd Actuated 288 5,766 0
294 96 0
608 0
0 TOTAL 5,862
562 US61&ThomasRd Actuated 291 5,829 0
616 0
0 8562 0
0 TOTAL 5,829
104 SR10&SR951 Actuated 287 5,749 0
289 0
0 607 0
0 TOTAL 5,749
RiverBendStation J3 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 TableJ2.SampleSimulationModelInput Link Number Vehicles Entering Network onthisLink Directional Preference Destination Nodes Destination Capacity 1
415 N
8562 1,596 100 173 N
8615 3,396 8508 3,396 8060 1,698 193 253 NE 8615 3,396 8152 1,698 8508 3,396 287 189 SE 8562 1,596 372 10 W
8653 1,698 8537 3,810 8641 5,508 429 20 SW 8537 3,810 8641 5,508 495 54 S
8537 3,810 8641 5,508 546 108 SE 8615 3,396 8152 1,698 8508 3,396 637 140 SE 8615 3,396 8152 1,698 746 83 SW 8562 1,596 8537 3,810 8641 5,508
RiverBendStation J4 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 TableJ3.SelectedModelOutputsfortheEvacuationoftheEntireEPZ(RegionR03)
Scenario 1
2 3
4 5
6 7
8 9
10 11 12 NetworkWideAverage TravelTime (Min/VehMi) 2.0 2.2 2.0 2.3 2.0 2.1 2.3 2.1 2.5 2.0 3.3 2.2 NetworkWideAverage Speed(mph) 30.2 27.1 29.6 26.4 30.3 28.6 25.8 28.3 24.4 29.8 18.5 27.5 TotalVehicles ExitingNetwork 31,173 31,345 28,513 28,674 23,643 32,365 32,563 29,895 30,072 23,988 49,082 31,171
RiverBendStation J5 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
TableJ4.AverageSpeed(mph)andTravelTime(min)forMajorEvacuationRoutes(RegionR03,Scenario1)
ElapsedTime(hours)
1 2
3 4
5 Route#
Length (miles)
Speed (mph)
Travel Time (min)
Speed Travel Time Speed Travel Time Speed Travel Time Speed Travel Time US61SBfromSt.
Francisville 9.9 52.9 11.3 53.2 11.2 51.2 11.6 50.7 11.8 54.8 10.9 SR10EBfromSt.
Francisville 14.4 13.4 64.2 2.9 299.0 13.1 65.7 40.2 21.4 44.1 19.5 SR1WBinNewRoads 4.0 32.0 7.4 33.4 7.2 34.3 6.9 34.4 6.9 35.1 6.8
RiverBendStation J6 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
TableJ5.SimulationModelOutputsatNetworkExitLinksforRegionR03,Scenario1 EPZ ExitLink ElapsedTime(hours) 1 2
3 4
5 CumulativeVehiclesDischargedbytheIndicatedTime CumulativePercentofVehiclesDischargedbytheIndicatedTime 70 589 1,390 2,230 3,135 3,450 9
8 9
10 11 335 213 1,067 1,734 2,060 2,153 3
6 7
7 7
342 1,601 4,032 5,499 5,766 5,829 24 22 21 19 19 552 549 1,758 2,587 3,045 3,165 8
10 10 10 10 574 448 1,221 1,549 1,659 1,686 7
7 6
6 5
582 1,487 3,560 5,023 5,457 5,519 22 20 19 18 18 685 0
0 0
0 0
0 0
0 0
0 726 1,333 3,113 4,448 4,769 4,817 20 17 17 16 15 760 100 463 765 805 816 1
3 3
3 3
806 462 1,420 2,406 3,389 3,737 7
8 9
11 12
RiverBendStation J7 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureJ1.ETEandTripGeneration:Summer,Midweek,Midday,GoodWeather(Scenario1)
FigureJ2.ETEandTripGeneration:Summer,Midweek,Midday,Rain(Scenario2) 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Summer,Midweek,Midday,Good (Scenario1)
TripGeneration ETE 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Summer,Midweek,Midday,Rain (Scenario2)
TripGeneration ETE
RiverBendStation J8 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureJ3.ETEandTripGeneration:Summer,Weekend,Midday,GoodWeather(Scenario3)
FigureJ4.ETEandTripGeneration:Summer,Weekend,Midday,Rain(Scenario4) 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Summer,Weekend,Midday,Good (Scenario3)
TripGeneration ETE 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Summer,Weekend,Midday,Rain (Scenario4)
TripGeneration ETE
RiverBendStation J9 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureJ5.ETEandTripGeneration:Summer,Midweek,Weekend,Evening,GoodWeather(Scenario5)
FigureJ6.ETEandTripGeneration:Winter,Midweek,Midday,GoodWeather(Scenario6) 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Summer,Midweek,Weekend,Evening,Good (Scenario5)
TripGeneration ETE 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Winter,Midweek,Midday,Good (Scenario6)
TripGeneration ETE
RiverBendStation J10 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureJ7.ETEandTripGeneration:Winter,Midweek,Midday,Rain(Scenario7)
FigureJ8.ETEandTripGeneration:Winter,Weekend,Midday,GoodWeather(Scenario8) 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Winter,Midweek,Midday,Rain (Scenario7)
TripGeneration ETE 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Winter,Weekend,Midday,Good (Scenario8)
TripGeneration ETE
RiverBendStation J11 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureJ9.ETEandTripGeneration:Winter,Weekend,Midday,Rain(Scenario9)
FigureJ10.ETEandTripGeneration:Winter,Weekend,Evening,GoodWeather(Scenario10) 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Winter,Weekend,Midday,Rain (Scenario9)
TripGeneration ETE 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Winter,Midweek,Weekend,Evening,Good (Scenario10)
TripGeneration ETE
RiverBendStation J12 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureJ11.ETEandTripGeneration:Winter,Weekend,Midday,GoodWeather,SpecialEvent(Scenario11)
FigureJ12.ETEandTripGeneration:Summer,Midweek,Midday,GoodWeather,RoadwayImpact(Scenario12)
0%
20%
40%
60%
80%
100%
0 50 100 150 200 250 300 350 400 450 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Winter,Weekend,Midday,Good,SpecialEvent (Scenario11)
TripGeneration ETE 0%
20%
40%
60%
80%
100%
0 30 60 90 120 150 180 210 240 270 300 330 PercentofTotalVehicles ElapsedTime(min)
ETEandTripGeneration Summer,Midweek,Midday,Good,RoadwayImpact (Scenario12)
TripGeneration ETE
RiverBendStation K1 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 K. EVACUATIONROADWAYNETWORK AsdiscussedinSection1.3,alinknodeanalysisnetworkwasconstructedtomodeltheroadway network within the study area. Figure K1 provides an overview of the linknode analysis network. The figure has been divided up into 35 more detailed figures (Figure K2 through FigureK36)whichshoweachofthelinksandnodesinthenetwork.
The analysis network was calibrated using the observations made during the field survey conductedinMarch2012.TableK1liststhecharacteristicsofeachroadwaysectionmodeled intheETEanalysis.Eachlinkisidentifiedbyitsroadnameandtheupstreamanddownstream nodenumbers.Thegeographiclocationofeachlinkcanbeobservedbyreferencingthegrid mapnumberprovidedinTableK1.TheroadwaytypeidentifiedinTableK1isgenerallybased onthefollowingcriteria:
Freeway: limited access highway, 2 or more lanes in each direction, high free flow speeds Freewayramp:rampontooroffofalimitedaccesshighway Minorarterial:2ormorelanesineachdirection Collector:singlelaneineachdirection Localroadways:singlelaneineachdirection,localroadswithlowfreeflowspeeds Theterm,No.ofLanesinTableK1identifiesthenumberoflanesthatextendthroughoutthe length of the link. Many links have additional lanes on the immediate approach to an intersection(turnpockets);thesehavebeenrecordedandenteredintotheinputstreamforthe DYNEVIISystem.
AsdiscussedinSection1.3,lanewidthandshoulderwidthwerenotphysicallymeasuredduring theroadsurvey.Rather,estimatesofthesemeasureswerebasedonvisualobservationsand recordedimages.
TableK2identifieseachnodeinthenetworkthatiscontrolledandthetypeofcontrol(stop sign, yield sign, pretimed signal, actuated signal, traffic control point) at that node.
UncontrollednodesarenotincludedinTableK2.Thelocationofeachnodecanbeobservedby referencingthegridmapnumberprovided.
RiverBendStation K2 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK1.RBSLinkNodeAnalysisNetwork
RiverBendStation K3 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK2.LinkNodeAnalysisNetwork-Grid1
RiverBendStation K4 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK3.LinkNodeAnalysisNetwork-Grid2
RiverBendStation K5 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK4.LinkNodeAnalysisNetwork-Grid3
RiverBendStation K6 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK5.LinkNodeAnalysisNetwork-Grid4
RiverBendStation K7 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK6.LinkNodeAnalysisNetwork-Grid5
RiverBendStation K8 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK7.LinkNodeAnalysisNetwork-Grid6
RiverBendStation K9 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK8.LinkNodeAnalysisNetwork-Grid7
RiverBendStation K10 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK9.LinkNodeAnalysisNetwork-Grid8
RiverBendStation K11 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK10.LinkNodeAnalysisNetwork-Grid9
RiverBendStation K12 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK11.LinkNodeAnalysisNetwork-Grid10
RiverBendStation K13 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK12.LinkNodeAnalysisNetwork-Grid11
RiverBendStation K14 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK13.LinkNodeAnalysisNetwork-Grid12
RiverBendStation K15 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK14.LinkNodeAnalysisNetwork-Grid13
RiverBendStation K16 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK15.LinkNodeAnalysisNetwork-Grid14
RiverBendStation K17 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK16.LinkNodeAnalysisNetwork-Grid15
RiverBendStation K18 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK17.LinkNodeAnalysisNetwork-Grid16
RiverBendStation K19 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK18.LinkNodeAnalysisNetwork-Grid17
RiverBendStation K20 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK19.LinkNodeAnalysisNetwork-Grid18
RiverBendStation K21 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK20.LinkNodeAnalysisNetwork-Grid19
RiverBendStation K22 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK21.LinkNodeAnalysisNetwork-Grid20
RiverBendStation K23 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK22.LinkNodeAnalysisNetwork-Grid21
RiverBendStation K24 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK23.LinkNodeAnalysisNetwork-Grid22
RiverBendStation K25 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK24.LinkNodeAnalysisNetwork-Grid23
RiverBendStation K26 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK25.LinkNodeAnalysisNetwork-Grid24
RiverBendStation K27 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK26.LinkNodeAnalysisNetwork-Grid25
RiverBendStation K28 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK27.LinkNodeAnalysisNetwork-Grid26
RiverBendStation K29 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK28.LinkNodeAnalysisNetwork-Grid27
RiverBendStation K30 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK29.LinkNodeAnalysisNetwork-Grid28
RiverBendStation K31 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK30.LinkNodeAnalysisNetwork-Grid29
RiverBendStation K32 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK31.LinkNodeAnalysisNetwork-Grid30
RiverBendStation K33 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK32.LinkNodeAnalysisNetwork-Grid31
RiverBendStation K34 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK33.LinkNodeAnalysisNetwork-Grid32
RiverBendStation K35 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK34.LinkNodeAnalysisNetwork-Grid33
RiverBendStation K36 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK35.LinkNodeAnalysisNetwork-Grid34
RiverBendStation K37 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
FigureK36.LinkNodeAnalysisNetwork-Grid35
RiverBendStation K38 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 TableK1.EvacuationRoadwayNetworkCharacteristics Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 1
1 3
RIVERBENDACCESSRD COLLECTOR 4698 1
12 1
1750 40 12 2
2 3
US61 MINORARTERIAL 4610 2
12 1
1750 50 12 3
2 134 US61 MINORARTERIAL 3532 2
12 1
1750 50 12 4
3 2
US61 MINORARTERIAL 4602 2
12 1
1900 50 12 5
3 4
US61 MINORARTERIAL 5746 2
12 1
1900 50 12 6
4 3
US61 MINORARTERIAL 5746 2
12 1
1750 50 12 7
4 171 SR965 COLLECTOR 935 1
12 1
1700 55 12 8
4 602 US61 MINORARTERIAL 900 2
12 1
1900 50 12 9
5 6
US61 MINORARTERIAL 4918 2
12 1
1750 50 12 10 5
602 US61 MINORARTERIAL 958 2
12 1
1900 50 12 11 6
5 US61 MINORARTERIAL 4918 2
12 1
1900 50 12 12 6
563 US61 MINORARTERIAL 2369 2
12 1
1900 45 12 13 7
8 US61 MINORARTERIAL 1341 2
12 1
1900 45 12 14 7
55 SR10 COLLECTOR 5980 1
12 1
1700 45 12 15 7
563 US61 MINORARTERIAL 1420 2
12 1
1900 45 12 16 8
7 US61 MINORARTERIAL 1341 2
12 1
1750 45 12 17 8
9 US61 MINORARTERIAL 3400 2
12 1
1900 45 12 18 9
8 US61 MINORARTERIAL 3400 2
12 1
1900 45 12 19 9
10 US61 MINORARTERIAL 3432 2
12 1
1900 55 12 20 10 9
US61 MINORARTERIAL 3432 2
12 1
1900 55 12 21 10 11 US61 MINORARTERIAL 3318 2
12 1
1900 55 12 22 11 10 US61 MINORARTERIAL 3318 2
12 1
1900 55 12 23 11 12 US61 MINORARTERIAL 4148 2
12 1
1750 55 12 24 12 11 US61 MINORARTERIAL 4095 2
12 1
1900 55 12
RiverBendStation K39 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 25 12 30 US61 MINORARTERIAL 1857 2
12 1
1750 50 12 26 12 74 BAINSRD COLLECTOR 2891 1
12 1
1575 35 12 27 13 498 SR421 COLLECTOR 14228 1
12 1
1700 40 8
28 13 499 SR421 COLLECTOR 5235 1
12 4
1700 40 4
29 14 30 SR66 COLLECTOR 4258 1
12 1
1750 50 7
30 15 17 SR421 COLLECTOR 2714 1
12 1
1700 55 8
31 16 14 SR66 COLLECTOR 1798 1
12 1
1700 50 6
32 17 27 SR421 COLLECTOR 3116 1
12 1
1700 55 8
33 18 16 SR66 COLLECTOR 2026 1
12 1
1700 40 6
34 19 18 SR66 COLLECTOR 3952 1
12 2
1700 55 6
35 20 19 SR66 COLLECTOR 1974 1
12 2
1700 55 6
36 21 20 SR66 COLLECTOR 2384 1
12 2
1700 55 6
37 22 21 SR66 COLLECTOR 4984 1
12 2
1700 55 6
38 23 22 SR66 COLLECTOR 2626 1
12 2
1700 55 6
39 24 23 SR66 COLLECTOR 3669 1
12 2
1700 55 6
40 25 29 SR66 COLLECTOR 2902 1
12 2
1700 55 2
41 26 24 SR66 COLLECTOR 2985 1
12 2
1700 55 6
42 27 31 SR421 COLLECTOR 4006 1
12 1
1700 55 8
43 28 26 SR66 COLLECTOR 5674 1
12 2
1700 55 6
44 29 28 SR66 COLLECTOR 2725 1
12 2
1700 55 6
45 30 12 US61 MINORARTERIAL 1857 2
12 1
1750 50 12 46 30 32 US61 MINORARTERIAL 2095 2
12 1
1900 50 7
47 31 495 SR421 COLLECTOR 7584 1
12 1
1700 55 8
48 32 30 US61 MINORARTERIAL 2095 2
12 1
1750 50 7
49 32 33 US61 MINORARTERIAL 3320 2
12 1
1900 50 7
RiverBendStation K40 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 50 33 32 US61 MINORARTERIAL 3320 2
12 1
1900 50 7
51 33 37 US61 MINORARTERIAL 6477 2
12 1
1900 50 7
52 34 46 SR952 COLLECTOR 3739 1
12 1
1700 55 5
53 35 36 DAWSONSRD COLLECTOR 3121 1
12 1
1700 45 9
54 36 143 DAWSONSRD COLLECTOR 3384 1
12 1
1700 45 9
55 37 33 US61 MINORARTERIAL 6477 2
12 1
1900 50 7
56 37 40 US61 MINORARTERIAL 7218 2
12 1
1900 50 7
57 38 39 BAYST COLLECTOR 1805 1
12 1
1700 40 9
58 39 41 GRANTST COLLECTOR 1028 1
12 1
1700 40 9
59 40 37 US61 MINORARTERIAL 7218 2
12 1
1900 50 7
60 40 47 US61 MINORARTERIAL 7156 2
12 1
1900 50 7
61 41 42 SYCAMOREST COLLECTOR 1028 1
12 1
1700 40 9
62 42 142 SR19 COLLECTOR 1838 1
12 1
1700 45 9
63 43 42 SR19 COLLECTOR 1883 1
12 1
1700 45 9
64 44 45 SR952 COLLECTOR 3151 1
12 1
1700 55 9
65 45 34 SR952 COLLECTOR 3090 1
12 1
1700 55 5
66 46 38 SR952 COLLECTOR 5579 1
12 1
1700 55 9
67 47 40 US61 MINORARTERIAL 7156 2
12 1
1900 50 7
68 47 497 SR421 COLLECTOR 10408 1
12 4
1700 40 7
69 48 47 US61 MINORARTERIAL 1814 2
12 1
1900 50 7
70 49 60 SR10 COLLECTOR 3995 1
12 1
1700 45 10 71 50 48 US61 MINORARTERIAL 3520 2
12 1
1900 50 7
72 51 50 US61 MINORARTERIAL 5768 2
12 1
1900 50 7
73 52 51 US61 MINORARTERIAL 7441 2
12 1
1900 50 3
74 53 52 US61 MINORARTERIAL 6870 2
12 1
1900 50 3
RiverBendStation K41 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 75 54 53 US61 MINORARTERIAL 8387 2
12 1
1900 50 3
76 55 63 SR10 COLLECTOR 4135 1
12 1
1700 45 12 77 56 9
SR3057 COLLECTOR 517 1
12 1
1700 40 12 78 57 58 SR964 COLLECTOR 7335 1
12 1
1700 55 26 79 58 59 SR964 COLLECTOR 2797 1
12 1
1700 55 26 80 59 253 SR964 COLLECTOR 1687 1
12 1
1700 55 26 81 61 49 SR963 COLLECTOR 4337 1
12 1
1700 45 10 82 62 61 SR963 COLLECTOR 3362 1
12 1
1700 45 9
83 63 64 SR10 COLLECTOR 6996 1
12 1
1700 45 12 84 64 65 SR10 COLLECTOR 2119 1
12 1
1700 45 12 85 65 66 SR10 COLLECTOR 1658 1
12 1
1700 45 12 86 66 182 SR10 COLLECTOR 1344 1
12 1
1750 45 12 87 68 182 BAINSRD COLLECTOR 1581 1
12 1
1575 35 12 88 69 68 BAINSRD COLLECTOR 3092 1
12 1
1575 35 7
89 70 69 BAINSRD COLLECTOR 3846 1
12 1
1575 35 7
90 70 71 BAINSRD COLLECTOR 2697 1
12 1
1575 35 7
91 71 70 BAINSRD COLLECTOR 2697 1
12 1
1575 35 7
92 71 72 BAINSRD COLLECTOR 3910 1
12 1
1575 35 12 93 72 71 BAINSRD COLLECTOR 3910 1
12 1
1575 35 12 94 72 73 BAINSRD COLLECTOR 3659 1
12 1
1575 35 12 95 73 72 BAINSRD COLLECTOR 3599 1
12 1
1575 35 12 96 73 74 BAINSRD COLLECTOR 1436 1
12 1
1575 35 12 97 74 12 BAINSRD COLLECTOR 2892 1
12 1
1750 35 12 98 74 73 BAINSRD COLLECTOR 1436 1
12 1
1575 35 12 99 75 76 SR10 COLLECTOR 7337 1
12 1
1700 45 7
RiverBendStation K42 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 100 76 79 SR10 COLLECTOR 7916 1
12 1
1700 45 8
101 79 83 SR10 COLLECTOR 3161 1
12 1
1700 45 8
102 80 81 SR19 COLLECTOR 6225 1
12 1
1700 55 9
103 80 511 SR19 COLLECTOR 4846 1
12 1
1750 55 9
104 81 62 SR963 COLLECTOR 6506 1
12 1
1700 45 9
105 81 80 SR19 COLLECTOR 6225 1
12 1
1700 55 9
106 82 81 SR963 COLLECTOR 2784 1
12 1
1700 45 9
107 83 84 SR10 COLLECTOR 2407 1
12 1
1700 45 8
108 84 85 SR10 COLLECTOR 3126 1
12 1
1700 45 8
109 85 86 SR10 COLLECTOR 1843 1
12 1
1750 45 13 110 86 88 SR10 COLLECTOR 2370 1
12 1
1700 55 13 111 87 82 SR963 COLLECTOR 6448 1
12 1
1700 45 9
112 88 89 SR10 COLLECTOR 1399 1
12 1
1750 55 13 113 89 90 SR10 COLLECTOR 2883 1
12 1
1750 55 8
114 90 91 SR10 COLLECTOR 1298 1
12 1
1700 45 8
115 91 92 SR10 COLLECTOR 1362 1
12 1
1700 45 8
116 92 93 SR10 COLLECTOR 2540 1
12 1
1750 25 8
117 93 104 SR10 COLLECTOR 3019 1
12 1
1750 40 8
118 94 93 SR952 COLLECTOR 3004 1
12 1
1750 25 8
119 95 94 SR952 COLLECTOR 1882 1
12 1
1125 25 8
120 96 95 SR952 COLLECTOR 1789 1
12 1
1700 45 8
121 97 96 SR952 COLLECTOR 1872 1
12 1
1700 45 8
122 98 97 SR952 COLLECTOR 1766 1
12 1
1700 45 8
123 99 98 SR952 COLLECTOR 4460 1
12 1
1700 45 8
124 99 100 SR952 COLLECTOR 2031 1
12 1
1700 45 9
RiverBendStation K43 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 125 100 35 DAWSONSRD COLLECTOR 2628 1
12 1
1700 45 9
126 100 101 SR952 COLLECTOR 7626 1
12 1
1700 55 9
127 101 102 SR952 COLLECTOR 3261 1
12 1
1700 55 9
128 102 103 SR952 COLLECTOR 3202 1
12 1
1700 55 9
129 103 44 SR952 COLLECTOR 6703 1
12 1
1700 55 9
130 104 105 SR10 COLLECTOR 1250 1
12 1
1700 40 8
131 105 106 SR10 COLLECTOR 1976 1
12 1
1700 40 8
132 106 107 SR10 COLLECTOR 2677 1
12 1
1750 45 14 133 107 137 SR68 COLLECTOR 1360 1
12 1
1700 45 9
134 107 144 SR10 COLLECTOR 4564 1
12 1
1700 45 14 135 108 114 SR964 COLLECTOR 2529 1
12 1
1700 45 20 136 109 107 SR68 COLLECTOR 4801 1
12 1
1750 45 14 137 109 116 SR68 COLLECTOR 4839 1
12 4
1700 40 13 138 110 109 SR951 COLLECTOR 2533 1
12 1
1750 45 13 139 111 112 SR951 COLLECTOR 825 1
12 1
1575 35 13 140 112 113 SR951 COLLECTOR 430 1
12 1
1575 35 13 141 113 104 SR951 COLLECTOR 1789 1
12 1
1750 35 13 142 114 115 SR964 COLLECTOR 3012 1
12 1
1700 45 20 143 115 121 SR964 COLLECTOR 6155 1
12 1
1700 45 20 144 116 109 SR68 COLLECTOR 4860 1
12 1
1750 45 13 145 116 117 SR68 COLLECTOR 3997 1
12 1
1700 45 13 146 117 116 SR68 COLLECTOR 3996 1
12 1
1700 45 13 147 117 136 SR68 COLLECTOR 2818 1
12 1
1700 45 13 148 118 119 SR68 COLLECTOR 3149 1
12 1
1700 45 13 149 118 136 SR68 COLLECTOR 3468 1
12 1
1700 45 13
RiverBendStation K44 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 150 119 118 SR68 COLLECTOR 3173 1
12 1
1700 45 13 151 119 120 SR68 COLLECTOR 1603 1
12 1
1700 45 13 152 120 119 SR68 COLLECTOR 1603 1
12 1
1700 45 13 153 120 123 SR68 COLLECTOR 10216 1
12 1
1700 45 13 154 121 122 SR964 COLLECTOR 2039 1
12 1
1700 45 21 155 122 605 SR964 COLLECTOR 567 1
12 1
1700 40 21 156 123 120 SR68 COLLECTOR 10216 1
12 1
1700 45 13 157 123 184 SR68 COLLECTOR 3649 1
12 4
1700 45 21 158 124 184 SR68 COLLECTOR 797 1
12 1
1700 45 21 159 124 224 SR68 COLLECTOR 7655 1
12 1
1700 55 21 160 124 235 SR964 COLLECTOR 2263 1
12 1
1700 55 21 161 125 81 SR19 COLLECTOR 3369 1
12 1
1700 55 9
162 126 124 SR964 COLLECTOR 2006 1
12 1
1700 55 21 163 127 126 SR964 COLLECTOR 13665 1
12 1
1700 55 21 164 128 127 SR964 COLLECTOR 2439 1
12 1
1700 55 21 165 129 128 SR964 COLLECTOR 373 1
12 1
1700 55 21 166 129 130 US61 MINORARTERIAL 1214 2
12 1
1900 50 21 167 129 206 US61 MINORARTERIAL 2103 2
12 1
1900 50 21 168 130 129 US61 MINORARTERIAL 1214 2
12 1
1900 50 21 169 130 605 US61 MINORARTERIAL 2265 2
12 1
1900 50 21 170 131 133 US61 MINORARTERIAL 4000 2
12 1
1900 50 12 171 131 605 US61 MINORARTERIAL 697 2
12 1
1900 50 13 172 132 125 SR19 COLLECTOR 2817 1
12 1
1700 55 9
173 133 131 US61 MINORARTERIAL 4000 2
12 1
1900 50 12 174 133 134 US61 MINORARTERIAL 1847 2
12 1
1750 50 12
RiverBendStation K45 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 175 134 2
US61 MINORARTERIAL 3532 2
12 1
1900 50 12 176 134 133 US61 MINORARTERIAL 1847 2
12 1
1900 50 12 177 134 630 SR10 COLLECTOR 4013 1
12 1
1700 55 12 178 135 110 SR951 COLLECTOR 1321 1
12 1
1575 35 13 179 136 117 SR68 COLLECTOR 2818 1
12 1
1700 45 13 180 136 118 SR68 COLLECTOR 3469 1
12 1
1700 45 13 181 137 138 SR68 COLLECTOR 1968 1
12 1
1700 45 9
182 138 140 SR68 COLLECTOR 4535 1
12 1
1700 45 9
183 139 132 SR19 COLLECTOR 5295 1
12 1
1700 55 9
184 140 143 SR68 COLLECTOR 6223 1
12 1
1700 45 9
185 141 139 SR19 COLLECTOR 2912 1
12 1
1700 55 9
186 142 141 SR19 COLLECTOR 2317 1
12 1
1700 45 9
187 143 512 SR68 COLLECTOR 2500 1
12 1
1700 45 9
188 144 145 SR10 COLLECTOR 8413 1
12 1
1700 45 14 189 145 146 SR10 COLLECTOR 3352 1
12 1
1700 45 14 190 146 511 SR10 COLLECTOR 4461 1
12 1
1750 45 9
191 147 86 SR965 COLLECTOR 3044 1
12 1
1750 55 13 192 148 147 SR965 COLLECTOR 3496 1
12 1
1700 55 13 193 149 148 SR965 COLLECTOR 2830 1
12 1
1700 55 13 194 150 149 SR965 COLLECTOR 1850 1
12 1
1700 55 13 195 151 150 SR965 COLLECTOR 2191 1
12 1
1700 55 13 196 153 43 SR19 COLLECTOR 4910 1
12 1
1700 45 5
197 154 151 SR965 COLLECTOR 2925 1
12 1
1700 55 13 198 155 154 SR965 COLLECTOR 1493 1
12 1
1700 55 13 199 156 155 SR965 COLLECTOR 1289 1
12 1
1700 55 13
RiverBendStation K46 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 200 157 156 SR965 COLLECTOR 1236 1
12 1
1700 55 12 201 158 157 SR965 COLLECTOR 1264 1
12 1
1700 55 12 202 159 158 SR965 COLLECTOR 2475 1
12 1
1700 55 12 203 160 111 SR951 COLLECTOR 1068 1
12 1
1700 40 13 204 161 268 SR19 COLLECTOR 2449 1
12 1
1700 55 14 205 161 506 SR19 COLLECTOR 2082 1
12 1
1700 55 14 206 162 159 SR965 COLLECTOR 2082 1
12 1
1700 55 12 207 163 162 SR965 COLLECTOR 1899 1
12 1
1700 55 12 208 164 163 SR965 COLLECTOR 2029 1
12 1
1700 55 12 209 165 164 SR965 COLLECTOR 1867 1
12 1
1700 55 12 210 166 160 SR951 COLLECTOR 715 1
12 1
1700 40 13 211 170 165 SR965 COLLECTOR 3066 1
12 1
1700 55 12 212 171 170 SR965 COLLECTOR 2220 1
12 1
1700 55 12 213 182 75 SR10 COLLECTOR 2404 1
12 1
1700 45 12 214 184 123 SR68 COLLECTOR 3649 1
12 1
1700 45 21 215 184 124 SR68 COLLECTOR 796 1
12 4
1700 45 21 216 185 151 SR966 COLLECTOR 1585 1
12 1
1700 55 13 217 188 185 SR966 COLLECTOR 2853 1
12 1
1700 55 13 218 189 188 SR966 COLLECTOR 1311 1
12 1
1700 55 13 219 190 189 SR966 COLLECTOR 1604 1
12 1
1700 55 13 220 193 190 SR966 COLLECTOR 3709 1
12 1
1700 45 13 221 194 193 SR966 COLLECTOR 1197 1
12 1
1700 45 13 222 195 2
SR966 COLLECTOR 3291 1
12 1
1700 55 12 223 197 195 SR966 COLLECTOR 2563 1
12 1
1700 55 12 224 197 198 SR966 COLLECTOR 3017 1
12 1
1700 55 13
RiverBendStation K47 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 225 198 201 SR966 COLLECTOR 3130 1
12 1
1700 55 13 226 201 202 SR966 COLLECTOR 2257 1
12 1
1700 55 13 227 202 203 SR966 COLLECTOR 1255 1
12 1
1700 55 13 228 203 204 SR966 COLLECTOR 1569 1
12 1
1700 55 13 229 204 205 SR966 COLLECTOR 3147 1
12 1
1700 55 13 230 205 194 SR966 COLLECTOR 2636 1
12 1
1700 45 13 231 206 129 US61 MINORARTERIAL 2117 2
12 1
1900 50 21 232 206 209 US61 MINORARTERIAL 9721 2
12 1
1900 50 21 233 209 206 US61 MINORARTERIAL 9721 2
12 1
1900 50 21 234 209 210 US61 MINORARTERIAL 4496 2
12 1
1900 50 21 235 210 209 US61 MINORARTERIAL 4496 2
12 1
1900 50 21 236 210 211 US61 MINORARTERIAL 2510 2
12 1
1900 50 21 237 211 210 US61 MINORARTERIAL 2511 2
12 1
1900 50 21 238 211 212 US61 MINORARTERIAL 1502 2
12 1
1900 65 21 239 212 211 US61 MINORARTERIAL 1502 2
12 1
1900 65 21 240 212 213 US61 MINORARTERIAL 927 2
12 1
1900 65 21 241 213 212 US61 MINORARTERIAL 927 2
12 1
1900 65 21 242 213 214 US61 MINORARTERIAL 1816 2
12 1
1900 65 21 243 214 213 US61 MINORARTERIAL 1816 2
12 1
1900 65 21 244 214 215 US61 MINORARTERIAL 2890 2
12 1
1900 65 21 245 215 214 US61 MINORARTERIAL 2890 2
12 1
1900 65 21 246 215 216 US61 MINORARTERIAL 3577 2
12 1
1900 65 21 247 216 215 US61 MINORARTERIAL 3577 2
12 1
1900 65 21 248 216 217 US61 MINORARTERIAL 6401 2
12 1
1900 65 21 249 217 216 US61 MINORARTERIAL 6400 2
12 1
1900 65 21
RiverBendStation K48 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 250 217 218 US61 MINORARTERIAL 2964 2
12 1
1750 65 26 251 218 217 US61 MINORARTERIAL 2964 2
12 1
1900 65 26 252 218 219 US61 MINORARTERIAL 6535 2
12 1
1900 50 26 253 219 218 US61 MINORARTERIAL 6536 2
12 1
1750 50 26 254 219 221 US61 MINORARTERIAL 7002 2
12 1
1900 50 26 255 221 219 US61 MINORARTERIAL 7002 2
12 1
1900 50 26 256 221 222 US61 MINORARTERIAL 9026 2
12 1
1900 50 26 257 222 221 US61 MINORARTERIAL 9026 2
12 1
1900 50 26 258 222 223 US61 MINORARTERIAL 3813 2
12 1
1900 50 26 259 223 561 US61 MINORARTERIAL 2049 3
12 1
1900 50 26 260 224 225 SR68 COLLECTOR 4219 1
12 1
1700 55 21 261 225 226 SR68 COLLECTOR 4117 1
12 1
1700 55 21 262 226 227 SR68 COLLECTOR 2092 1
12 1
1700 55 21 263 227 211 SR68 COLLECTOR 2185 1
12 1
1700 55 21 264 231 215 EPORTHUDSONPLAINSRD COLLECTOR 9116 1
12 1
1700 55 21 265 231 232 EPORTHUDSONPLAINSRD COLLECTOR 1694 1
12 1
1700 55 21 266 232 233 EPORTHUDSONPLAINSRD COLLECTOR 6586 1
12 1
1700 55 21 267 233 234 EPORTHUDSONPLAINSRD COLLECTOR 2219 1
12 1
1700 55 21 268 234 244 SR964 COLLECTOR 3437 1
12 1
1700 55 21 269 235 236 SR964 COLLECTOR 1109 1
12 1
1700 55 21 270 236 237 SR964 COLLECTOR 4581 1
12 1
1700 55 21 271 236 254 SR955 COLLECTOR 2110 1
12 1
1575 35 21 272 237 238 SR964 COLLECTOR 3317 1
12 1
1700 55 21 273 238 239 SR964 COLLECTOR 2683 1
12 1
1700 55 21 274 239 234 SR964 COLLECTOR 4786 1
12 1
1700 55 21
RiverBendStation K49 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 275 241 242 EFLONACHERRD COLLECTOR 3522 1
12 1
1700 55 21 276 242 567 EFLONACHERRD COLLECTOR 5494 1
12 1
1700 40 21 277 243 249 SR964 COLLECTOR 1420 2
12 1
1750 45 27 278 244 245 SR964 COLLECTOR 3216 1
12 1
1700 55 22 279 245 246 SR964 COLLECTOR 1997 1
12 1
1700 55 22 280 245 502 PORTHUDSONPRIDERD COLLECTOR 6804 1
12 1
1700 45 22 281 246 567 SR964 COLLECTOR 3041 1
12 1
1700 45 22 282 247 218 SR64 COLLECTOR 5751 1
12 1
1750 40 26 283 247 248 SR64 COLLECTOR 10494 1
12 1
1700 45 26 284 248 249 SR64 MINORARTERIAL 1149 2
12 1
1750 45 27 285 249 250 SR964 COLLECTOR 1654 2
12 1
1900 45 27 286 249 295 SR64 MINORARTERIAL 2727 2
12 1
1900 45 27 287 250 251 SR964 COLLECTOR 4350 1
12 1
1700 55 27 288 251 252 SR964 COLLECTOR 3882 1
12 1
1700 55 27 289 252 57 SR964 COLLECTOR 2081 1
12 1
1700 55 26 290 253 560 SR964 FREEWAYRAMP 4032 1
12 1
1700 45 26 291 254 260 SR955 COLLECTOR 15275 1
12 1
1700 55 22 292 254 580 SR412 COLLECTOR 13835 1
12 1
1700 45 22 293 260 265 SR955 COLLECTOR 12215 1
12 1
1700 55 14 294 265 266 SR955 COLLECTOR 5088 1
12 1
1575 35 14 295 266 268 SR955 COLLECTOR 773 1
12 1
1575 35 14 296 268 161 SR19 COLLECTOR 2449 1
12 1
1700 55 14 297 268 269 SR19 COLLECTOR 2469 1
12 1
1700 55 14 298 269 268 SR19 COLLECTOR 2469 1
12 1
1700 55 14 299 269 307 SR19 COLLECTOR 4279 1
12 1
1700 55 14
RiverBendStation K50 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 300 270 271 SR19 COLLECTOR 10396 1
12 1
1700 55 22 301 270 307 SR19 COLLECTOR 5657 1
12 1
1700 55 14 302 271 270 SR19 COLLECTOR 10396 1
12 1
1700 55 22 303 271 272 SR19 COLLECTOR 4010 1
12 1
1750 55 22 304 272 271 SR19 COLLECTOR 4010 1
12 1
1700 55 22 305 272 619 SR19 COLLECTOR 400 1
12 1
1700 45 22 306 273 274 SR19 COLLECTOR 3761 1
12 1
1700 45 22 307 273 619 SR19 COLLECTOR 2503 1
12 1
1700 45 22 308 274 273 SR19 COLLECTOR 3761 1
12 1
1700 45 22 309 274 277 SR19 COLLECTOR 5794 1
12 1
1750 55 22 310 277 274 SR19 COLLECTOR 5794 1
12 1
1700 55 22 311 277 278 SR19 COLLECTOR 4199 1
12 1
1700 55 22 312 278 277 SR19 COLLECTOR 4199 1
12 1
1750 55 22 313 278 279 SR19 COLLECTOR 3682 1
12 1
1700 55 22 314 279 278 SR19 COLLECTOR 3681 1
12 1
1700 55 22 315 279 280 SR19 COLLECTOR 2674 1
12 1
1700 40 27 316 280 279 SR19 COLLECTOR 2674 1
12 1
1700 40 27 317 280 579 SR19 COLLECTOR 1561 1
12 1
1700 40 27 318 281 282 SR19 MINORARTERIAL 1103 2
12 1
1900 40 27 319 281 507 SR64 MINORARTERIAL 1341 2
12 1
1900 45 27 320 281 572 SR19 MINORARTERIAL 556 2
12 1
1900 40 27 321 282 281 SR19 MINORARTERIAL 1103 2
12 1
1750 40 27 322 282 283 SR19 MINORARTERIAL 1549 2
12 1
1750 40 27 323 283 282 SR19 MINORARTERIAL 1549 2
12 1
1900 40 27 324 283 284 SR19 MINORARTERIAL 3434 2
12 1
1900 55 27
RiverBendStation K51 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 325 284 283 SR19 MINORARTERIAL 3434 2
12 1
1750 40 27 326 284 285 SR19 MINORARTERIAL 3398 2
12 1
1900 55 27 327 285 284 SR19 MINORARTERIAL 3399 2
12 1
1900 55 27 328 285 286 SR19 MINORARTERIAL 6934 2
12 1
1900 65 29 329 286 285 SR19 MINORARTERIAL 6934 2
12 1
1900 65 29 330 286 287 SR19 MINORARTERIAL 1733 2
12 1
1900 65 29 331 287 286 SR19 MINORARTERIAL 1733 2
12 1
1900 65 29 332 287 288 SR19 MINORARTERIAL 2208 2
12 1
1750 55 29 333 288 287 SR19 MINORARTERIAL 2208 2
12 1
1900 55 29 334 288 289 SR19 MINORARTERIAL 2297 2
12 1
1900 45 29 335 289 152 GROOMRD COLLECTOR 8329 1
12 1
1700 45 29 336 289 288 SR19 MINORARTERIAL 2298 2
12 1
1750 45 29 337 289 608 SR19 MINORARTERIAL 798 2
12 1
1750 45 29 338 290 608 SR19 MINORARTERIAL 3887 2
12 1
1750 45 29 339 290 611 LAVEYLN LOCALROADWAY 3359 1
12 1
1575 35 29 340 290 665 SR19 MINORARTERIAL 3156 2
12 1
1750 50 35 341 291 559 US61 MINORARTERIAL 4649 2
12 1
1900 50 34 342 291 562 US61 MINORARTERIAL 6424 2
12 1
1750 50 34 343 292 253 GROOMRD COLLECTOR 5792 1
12 1
1575 35 29 344 292 294 GROOMRD COLLECTOR 4070 1
12 1
1575 35 29 345 293 292 CHAMBERLAINAVE LOCALROADWAY 2290 1
12 1
1125 25 29 346 294 289 GROOMRD COLLECTOR 1407 1
12 1
1575 35 29 347 295 296 SR64 MINORARTERIAL 1975 2
12 1
1750 45 27 348 296 297 SR64 MINORARTERIAL 3420 2
12 1
1900 45 27 349 297 298 SR64 MINORARTERIAL 2909 2
12 1
1750 45 27
RiverBendStation K52 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 350 298 306 SR64 MINORARTERIAL 1519 2
12 1
1750 45 27 351 298 574 BAKERRD COLLECTOR 2841 1
12 1
1700 40 27 352 299 246 ROLLINRD COLLECTOR 2728 1
12 1
1700 40 22 353 299 300 ROLLINRD COLLECTOR 6228 1
12 1
1700 40 22 354 300 301 ROLLINSRD COLLECTOR 1999 1
12 1
1700 40 22 355 301 302 ROLLINSRD COLLECTOR 997 1
12 1
1700 40 22 356 302 304 ROLLINSRD COLLECTOR 963 1
12 1
1700 40 27 357 304 570 POPERD COLLECTOR 993 1
12 1
1700 40 27 358 305 298 ROLLINSRD MINORARTERIAL 226 1
12 1
1750 35 27 359 305 573 CHURCHST COLLECTOR 1358 1
12 1
1575 35 27 360 306 281 SR64 MINORARTERIAL 1354 2
12 1
1750 45 27 361 307 269 SR19 COLLECTOR 4279 1
12 1
1700 55 14 362 307 270 SR19 COLLECTOR 5658 1
12 1
1700 55 14 363 308 215 WPORTHUDSONPLAINSRD COLLECTOR 2057 1
12 1
1350 30 21 364 309 308 WPORTHUDSONPLAINSRD COLLECTOR 4589 1
12 1
1350 30 21 365 309 310 PORTHICKEYRD COLLECTOR 2678 1
12 1
1350 30 21 366 310 311 PORTHICKEYRD COLLECTOR 2493 1
12 1
1350 30 21 367 311 312 PORTHICKEYRD COLLECTOR 5401 1
12 1
1350 30 26 368 312 313 SR3113 COLLECTOR 1558 1
12 1
1350 30 26 369 313 217 SR3113 COLLECTOR 6494 1
12 1
1700 45 26 370 314 485 SR420 COLLECTOR 7020 1
12 1
1700 55 15 371 315 314 SR420 COLLECTOR 1936 1
12 1
1700 45 15 372 321 315 SR420 COLLECTOR 10057 1
12 1
1700 55 15 373 325 321 SR420 COLLECTOR 8164 1
12 1
1700 55 16 374 325 638 DELTAPLACERD COLLECTOR 8695 1
12 1
1750 30 16
RiverBendStation K53 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 375 326 325 SR420 COLLECTOR 5995 1
12 1
1700 55 16 376 327 326 SR420 COLLECTOR 2029 1
12 1
1700 40 17 377 328 327 SR420 COLLECTOR 989 1
12 1
1700 40 17 378 328 635 FERRYRD COLLECTOR 3014 1
12 1
1750 55 17 379 329 328 FERRYRD COLLECTOR 1140 1
12 1
1575 35 17 380 330 329 FERRYRD COLLECTOR 4161 1
12 1
1575 35 17 381 331 330 FERRYRD COLLECTOR 2434 1
12 1
1575 35 17 382 334 331 FERRYRD COLLECTOR 5045 1
12 1
1575 35 17 383 335 334 SR981 COLLECTOR 2944 1
12 1
1700 45 12 384 336 335 SR981 COLLECTOR 3137 1
12 1
1700 45 20 385 336 337 SR981 COLLECTOR 2325 1
12 1
1700 45 20 386 337 338 SR981 COLLECTOR 1970 1
12 1
1700 45 20 387 338 339 SR981 COLLECTOR 2334 1
12 1
1700 45 20 388 339 340 SR981 COLLECTOR 3346 1
12 1
1700 45 20 389 340 343 SR981 COLLECTOR 4106 1
12 1
1700 55 20 390 343 344 SR981 COLLECTOR 6294 1
12 1
1700 55 20 391 344 345 SR981 COLLECTOR 951 1
12 1
1700 45 20 392 345 346 SR981 COLLECTOR 2457 1
12 1
1350 35 20 393 346 347 SR415 COLLECTOR 3185 1
12 1
1700 45 20 394 346 431 SR415 COLLECTOR 2209 1
12 1
1700 55 20 395 347 346 SR415 COLLECTOR 3185 1
12 1
1700 45 20 396 347 658 SR415 COLLECTOR 1977 1
12 1
1700 45 20 397 355 356 SR415 COLLECTOR 3690 1
12 1
1700 45 20 398 355 658 SR415 COLLECTOR 1620 1
12 1
1700 45 20 399 356 355 SR415 COLLECTOR 3676 1
12 1
1700 45 20
RiverBendStation K54 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 400 356 357 SR415 COLLECTOR 5322 1
12 1
1700 45 20 401 357 356 SR415 COLLECTOR 5322 1
12 1
1700 45 20 402 357 358 SR415 COLLECTOR 3314 1
12 1
1700 45 19 403 357 459 SR413 COLLECTOR 1503 1
12 1
1700 40 19 404 358 357 SR415 COLLECTOR 3314 1
12 1
1700 45 19 405 358 661 SR415 COLLECTOR 1559 1
12 1
1125 25 19 406 366 367 SR415 COLLECTOR 1565 1
12 1
1750 25 19 407 366 661 SR415 COLLECTOR 2666 1
12 1
1125 25 19 408 367 366 SR415 COLLECTOR 1565 1
12 1
1125 25 19 409 367 674 NEWROADSST COLLECTOR 592 1
12 1
1575 35 19 410 367 687 SR1 COLLECTOR 1963 1
12 1
1125 25 19 411 368 680 SR1 COLLECTOR 429 1
12 1
1700 40 19 412 376 378 SR1 COLLECTOR 3490 1
12 1
1750 40 18 413 378 380 SR1 COLLECTOR 2091 1
12 1
1700 40 18 414 378 500 SR3131 COLLECTOR 3250 1
12 1
1700 45 18 415 380 382 SR1 COLLECTOR 2875 1
12 1
1700 40 18 416 382 384 SR1 COLLECTOR 4526 1
12 1
1700 50 18 417 384 391 SR1 COLLECTOR 5587 1
12 1
1700 50 24 418 391 392 SR1 COLLECTOR 5447 1
12 1
1700 55 24 419 392 393 SR1 COLLECTOR 1752 1
12 1
1750 55 24 420 393 394 SR1 COLLECTOR 1849 1
12 1
1700 55 24 421 393 528 SR78 COLLECTOR 13277 1
12 1
1700 55 23 422 394 393 SR1 COLLECTOR 1849 1
12 1
1750 55 24 423 394 397 SR1 COLLECTOR 2969 1
12 1
1700 55 24 424 397 394 SR1 COLLECTOR 2969 1
12 1
1700 55 24
RiverBendStation K55 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 425 397 398 SR1 COLLECTOR 3385 1
12 1
1700 55 24 426 398 397 SR1 COLLECTOR 3385 1
12 1
1700 55 24 427 398 399 SR1 COLLECTOR 1714 1
12 1
1700 55 24 428 398 535 SR978 COLLECTOR 19000 1
12 1
1700 55 24 429 399 398 SR1 COLLECTOR 1714 1
12 1
1700 55 24 430 399 400 SR1 COLLECTOR 4989 1
12 1
1700 55 24 431 400 399 SR1 COLLECTOR 4989 1
12 1
1700 55 24 432 400 404 SR1 COLLECTOR 3599 1
12 1
1700 55 24 433 404 400 SR1 COLLECTOR 3599 1
12 1
1700 55 24 434 404 405 SR1 COLLECTOR 2762 1
12 1
1700 55 24 435 405 404 SR1 COLLECTOR 2762 1
12 1
1700 55 24 436 405 538 SR1 COLLECTOR 3329 1
12 1
1700 50 24 437 406 405 SR416 COLLECTOR 1618 1
12 1
1700 45 24 438 410 406 SR416 COLLECTOR 4356 1
12 1
1700 45 24 439 411 410 SR416 COLLECTOR 3372 1
12 1
1700 45 24 440 411 412 SR416 COLLECTOR 1040 1
12 1
1700 45 25 441 412 411 SR416 COLLECTOR 1040 1
12 1
1700 35 25 442 412 413 SR416 COLLECTOR 1174 1
12 1
1700 45 25 443 412 504 SR413 COLLECTOR 10850 1
12 1
1700 45 25 444 413 412 SR416 COLLECTOR 1174 1
12 1
1700 45 25 445 413 414 SR416 COLLECTOR 1637 1
12 1
1700 45 25 446 414 413 SR416 COLLECTOR 1637 1
12 1
1700 45 25 447 414 415 SR416 COLLECTOR 1179 1
12 1
1700 45 25 448 415 414 SR416 COLLECTOR 1179 1
12 1
1700 45 25 449 415 505 SR984 COLLECTOR 7236 1
12 1
1700 55 25
RiverBendStation K56 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 450 416 415 SR416 COLLECTOR 1955 1
12 1
1700 45 25 451 418 416 SR416 COLLECTOR 2344 1
12 1
1700 45 25 452 419 418 SR416 COLLECTOR 3857 1
12 1
1700 45 25 453 420 419 SR416 COLLECTOR 2819 1
12 1
1700 45 25 454 421 420 SR416 COLLECTOR 1686 1
12 1
1700 45 25 455 421 565 SR982 COLLECTOR 2258 1
12 1
1700 40 25 456 422 421 SR416 COLLECTOR 4425 1
12 1
1700 45 25 457 423 422 SR416 COLLECTOR 3714 1
12 1
1700 45 25 458 424 423 SR416 COLLECTOR 1165 1
12 1
1700 40 25 459 425 424 SR416 COLLECTOR 1259 1
12 1
1700 40 25 460 425 542 SR415 COLLECTOR 4707 1
12 1
1700 55 25 461 426 425 SR415 COLLECTOR 453 1
12 1
1700 55 25 462 427 426 SR415 COLLECTOR 2220 1
12 1
1700 55 25 463 427 458 SR414 COLLECTOR 2941 1
12 1
1700 45 25 464 428 427 SR415 COLLECTOR 3681 1
12 1
1700 55 25 465 430 428 SR415 COLLECTOR 4583 1
12 1
1700 55 20 466 431 430 SR415 COLLECTOR 3245 1
12 1
1700 55 20 467 431 432 SR414 COLLECTOR 2573 1
12 1
1700 45 20 468 432 431 SR414 COLLECTOR 2572 1
12 1
1700 45 20 469 432 433 SR414 COLLECTOR 3238 1
12 1
1700 45 20 470 433 432 SR414 COLLECTOR 3238 1
12 1
1700 45 20 471 433 434 SR414 COLLECTOR 2590 1
12 1
1700 45 20 472 434 433 SR414 COLLECTOR 2590 1
12 1
1700 45 20 473 434 435 SR414 COLLECTOR 3394 1
12 1
1700 45 20 474 435 434 SR414 COLLECTOR 3394 1
12 1
1700 45 20
RiverBendStation K57 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 475 435 436 SR414 COLLECTOR 2526 1
12 1
1700 45 20 476 436 435 SR414 COLLECTOR 2526 1
12 1
1700 45 20 477 436 437 SR414 COLLECTOR 3667 1
12 1
1700 45 19 478 437 436 SR414 COLLECTOR 3667 1
12 1
1700 45 19 479 437 438 SR413 COLLECTOR 1940 1
12 1
1700 45 19 480 438 439 SR413 COLLECTOR 3749 1
12 1
1700 45 19 481 439 440 SR413 COLLECTOR 4103 1
12 1
1700 45 19 482 440 441 SR413 COLLECTOR 5226 1
12 1
1700 45 19 483 441 442 SR413 COLLECTOR 4270 1
12 1
1700 45 18 484 442 443 SR413 COLLECTOR 4426 1
12 1
1700 45 18 485 443 444 SR413 COLLECTOR 7067 1
12 1
1700 45 24 486 444 445 SR413 COLLECTOR 3749 1
12 1
1700 45 24 487 445 446 SR413 COLLECTOR 4206 1
12 1
1700 45 24 488 446 447 SR413 COLLECTOR 6953 1
12 1
1700 45 24 489 447 448 SR413 COLLECTOR 4314 1
12 1
1700 45 24 490 448 449 SR413 COLLECTOR 3128 1
12 1
1700 45 24 491 449 450 SR413 COLLECTOR 4415 1
12 1
1700 45 24 492 450 451 SR413 COLLECTOR 4137 1
12 1
1700 45 24 493 451 411 SR413 COLLECTOR 2677 1
12 1
1700 45 25 494 452 486 SR414 COLLECTOR 2396 1
12 1
1700 45 25 495 453 452 SR414 COLLECTOR 5373 1
12 1
1700 45 25 496 454 453 SR414 COLLECTOR 5304 1
12 1
1700 45 25 497 455 454 SR414 COLLECTOR 1205 1
12 1
1700 40 25 498 457 455 SR414 COLLECTOR 1938 1
12 1
1700 45 25 499 458 457 SR414 COLLECTOR 3535 1
12 1
1700 45 25
RiverBendStation K58 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 500 459 437 SR413 COLLECTOR 1585 1
12 1
1700 40 19 501 460 461 FERRYRD COLLECTOR 2213 1
12 1
1700 50 17 502 461 462 FERRYRD COLLECTOR 1876 1
12 1
1700 50 17 503 462 688 FERRYRD COLLECTOR 740 1
12 1
1700 55 17 504 463 464 FERRYRD COLLECTOR 875 1
12 1
1750 45 19 505 464 467 NEWROADSST COLLECTOR 893 1
12 1
1575 35 19 506 464 690 SR1 COLLECTOR 660 1
12 1
1350 30 19 507 465 677 SR1 COLLECTOR 473 1
12 1
1700 40 19 508 466 638 SR1 COLLECTOR 1678 1
12 1
1750 40 18 509 467 464 NEWROADSST COLLECTOR 893 1
12 1
1750 35 19 510 467 674 NEWROADSST COLLECTOR 1452 1
12 1
1750 35 19 511 472 473 SR1 COLLECTOR 2746 1
12 1
1700 45 18 512 472 638 SR10 COLLECTOR 1381 1
12 1
1750 55 18 513 473 472 SR10 COLLECTOR 2746 1
12 1
1700 40 18 514 473 474 SR1 COLLECTOR 994 1
12 1
1750 45 18 515 474 473 SR10 COLLECTOR 994 1
12 1
1700 30 18 516 474 475 SR1 COLLECTOR 7523 1
12 1
1700 45 16 517 474 501 SR3131 COLLECTOR 2171 1
12 1
1700 45 18 518 475 474 SR1 COLLECTOR 7523 1
12 1
1750 45 16 519 475 485 SR1 COLLECTOR 9409 1
12 1
1700 45 15 520 485 475 SR1 COLLECTOR 9409 1
12 1
1700 45 15 521 485 527 SR1 COLLECTOR 16184 1
12 1
1700 45 15 522 486 451 SR414 COLLECTOR 3216 1
12 1
1700 45 25 523 487 492 SR3057 COLLECTOR 2372 1
12 1
1350 30 12 524 488 487 SR1258 COLLECTOR 5075 1
12 1
1750 30 12
RiverBendStation K59 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 525 488 489 CR225 COLLECTOR 4070 1
12 1
1700 40 12 526 489 490 CR225 COLLECTOR 5574 1
12 1
1700 40 11 527 490 491 AIRPORTRD COLLECTOR 4434 1
12 1
1700 40 12 528 491 10 MYRTLESLN COLLECTOR 2841 1
12 1
1700 40 12 529 492 7
SR10 COLLECTOR 1711 1
12 1
1750 55 12 530 492 56 SR3057 COLLECTOR 4954 1
12 1
1700 40 12 531 493 6
SR3057 COLLECTOR 3901 1
12 1
1750 30 12 532 493 487 SR3057 COLLECTOR 904 1
12 1
1750 30 12 533 494 90 SR421 COLLECTOR 2004 1
12 1
1750 55 8
534 495 494 SR421 COLLECTOR 4319 1
12 1
1700 55 8
535 496 15 SR421 COLLECTOR 4041 1
12 1
1700 55 8
536 497 47 SR421 COLLECTOR 10408 1
12 1
1700 40 7
537 497 498 SR421 COLLECTOR 6142 1
12 4
1700 40 7
538 498 13 SR421 COLLECTOR 14187 1
12 4
1700 40 8
539 498 497 SR421 COLLECTOR 6143 1
12 1
1700 40 7
540 499 13 SR421 COLLECTOR 5235 1
12 1
1700 40 4
541 499 523 SR421 COLLECTOR 10939 1
12 1
1700 55 4
542 500 378 SR3131 COLLECTOR 3250 1
12 1
1750 45 18 543 500 501 SR3131 COLLECTOR 4012 1
12 1
1700 45 18 544 501 474 SR3131 COLLECTOR 2171 1
12 1
1750 45 18 545 501 500 SR3131 COLLECTOR 4012 1
12 1
1700 45 18 546 502 503 PORTHUDSONPRIDERD COLLECTOR 4886 1
12 1
1700 45 22 547 503 277 PORTHUDSONPRIDERD COLLECTOR 2058 1
12 1
1750 45 22 548 504 526 SR413 COLLECTOR 9578 1
12 1
1700 45 32 549 505 644 SR984 COLLECTOR 1645 1
12 1
1700 55 25
RiverBendStation K60 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 550 506 161 SR19 COLLECTOR 2082 1
12 1
1700 55 14 551 506 510 SR19 COLLECTOR 8536 1
12 1
1700 55 14 552 507 508 SR64 MINORARTERIAL 2926 2
12 1
1900 45 28 553 509 277 PORTHUDSONPRIDERD COLLECTOR 1449 1
12 1
1750 45 22 554 510 506 SR19 COLLECTOR 8536 1
12 1
1700 55 14 555 510 511 SR19 COLLECTOR 6243 1
12 1
1750 55 14 556 511 49 SR10 COLLECTOR 15554 1
12 1
1700 45 9
557 511 80 SR19 COLLECTOR 4846 1
12 1
1700 55 9
558 511 510 SR19 COLLECTOR 6243 1
12 1
1700 55 14 559 512 87 SR963 COLLECTOR 4448 1
12 1
1700 45 9
560 512 513 SR68 COLLECTOR 9918 1
12 1
1700 45 9
561 513 514 SR68 COLLECTOR 8132 1
12 1
1700 45 9
562 514 38 SR68 COLLECTOR 2807 1
12 1
1700 25 9
563 515 296 NEWELLST COLLECTOR 2703 1
12 1
1750 35 27 564 515 569 WGEORGEST COLLECTOR 1713 1
12 1
1575 35 27 565 519 218 WMTPLEASANTZACHARYRD COLLECTOR 10713 1
12 1
1750 40 26 566 520 93 COLLEGEST COLLECTOR 651 1
12 1
1750 35 8
567 521 488 FERDINANDST LOCALROADWAY 1074 1
12 1
1350 30 12 568 522 493 CR432 LOCALROADWAY 832 1
12 1
1125 25 12 569 523 496 SR421 COLLECTOR 7639 1
12 1
1700 40 4
570 524 309 PORTHICKEYRD COLLECTOR 1641 1
12 1
1350 30 21 571 525 336 MAJOREMPLOYERENTRANCE LOCALROADWAY 1297 1
12 1
1700 30 20 572 526 656 SR413 COLLECTOR 2261 1
12 1
1750 45 32 573 527 485 SR1 COLLECTOR 16184 1
12 1
1700 45 15 574 527 653 SR1 COLLECTOR 10450 1
12 1
1700 40 15
RiverBendStation K61 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 575 528 529 SR78 COLLECTOR 6086 1
12 1
1700 45 23 576 529 530 SR78 COLLECTOR 3018 1
12 1
1575 35 23 577 530 531 SR78 COLLECTOR 1586 1
12 1
1125 25 23 578 531 532 SR78 COLLECTOR 4147 1
12 1
1575 35 23 579 532 533 SR78 COLLECTOR 9611 1
12 1
1575 35 31 580 533 534 SR78 COLLECTOR 1783 1
12 1
1750 35 31 581 534 536 US190 MINORARTERIAL 21033 2
12 1
1900 65 31 582 534 537 US190 MINORARTERIAL 7461 2
12 1
1900 65 31 583 535 536 SR978 COLLECTOR 5593 1
12 1
1700 55 32 584 536 534 US190 MINORARTERIAL 21033 2
12 1
1750 65 31 585 536 558 US190 MINORARTERIAL 7944 2
12 1
1900 65 32 586 537 534 US190 MINORARTERIAL 7461 2
12 1
1750 65 31 587 538 539 SR1 COLLECTOR 18926 1
12 1
1700 45 32 588 539 540 US190 MINORARTERIAL 10356 2
12 1
1750 65 32 589 539 558 US190 MINORARTERIAL 8914 2
12 1
1900 65 32 590 540 539 US190 MINORARTERIAL 10356 2
12 1
1900 65 32 591 540 541 US190 MINORARTERIAL 14669 2
12 1
1900 65 33 592 541 540 US190 MINORARTERIAL 14669 2
12 1
1750 65 33 593 541 551 US190 MINORARTERIAL 9876 2
12 1
1900 65 33 594 542 543 SR415 COLLECTOR 5598 1
12 1
1700 55 25 595 543 564 SR415 COLLECTOR 7574 1
12 1
1700 55 25 596 544 545 SR415 COLLECTOR 3496 1
12 1
1700 45 25 597 545 546 SR415 COLLECTOR 3065 1
12 1
1700 45 33 598 546 547 SR985 COLLECTOR 6381 1
12 1
1700 40 33 599 546 552 SR415 COLLECTOR 10919 1
12 1
1700 55 33
RiverBendStation K62 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 600 547 548 SR983 COLLECTOR 3841 1
12 1
1700 50 33 601 548 549 SR983 COLLECTOR 5177 1
12 1
1700 50 33 602 549 550 SR983 COLLECTOR 4412 1
12 1
1700 55 33 603 549 657 SR620 COLLECTOR 10858 1
12 1
1700 55 33 604 550 551 SR983 COLLECTOR 5929 1
12 1
1700 55 33 605 551 541 US190 MINORARTERIAL 9876 2
12 1
1900 65 33 606 551 557 US190 MINORARTERIAL 4237 2
12 1
1900 65 33 607 552 553 SR415 COLLECTOR 1742 1
12 1
1350 30 34 608 553 554 SR415 COLLECTOR 5068 1
12 1
1700 55 34 609 554 657 SR415 COLLECTOR 3571 1
12 1
1700 40 34 610 555 556 SR415 COLLECTOR 3633 1
12 1
1700 45 34 611 556 639 SR415 COLLECTOR 7812 1
12 1
1700 45 34 612 557 551 US190 MINORARTERIAL 4237 2
12 1
1900 65 33 613 557 642 US190 MINORARTERIAL 17527 2
12 1
1900 65 34 614 558 536 US190 MINORARTERIAL 7944 2
12 1
1900 65 32 615 558 539 US190 MINORARTERIAL 8914 2
12 1
1900 65 32 616 559 222 US61 MINORARTERIAL 4374 2
12 1
1900 50 26 617 560 223 SR964 FREEWAYRAMP 1670 1
12 1
1700 45 26 618 561 291 US61 MINORARTERIAL 3154 2
12 1
1900 50 34 619 562 291 US61 MINORARTERIAL 6424 2
12 1
1900 50 34 620 562 613 THOMASRD COLLECTOR 7859 1
12 1
1750 35 35 621 563 6
US61 MINORARTERIAL 2369 2
12 1
1750 45 12 622 563 7
US61 MINORARTERIAL 1420 2
12 1
1750 45 12 623 564 544 SR415 COLLECTOR 8918 1
12 1
1700 45 25 624 565 566 SR982 COLLECTOR 5560 1
12 1
1700 40 25
RiverBendStation K63 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 625 566 564 SR982 COLLECTOR 5788 1
12 1
1700 40 25 626 567 243 SR964 COLLECTOR 2182 1
12 1
1700 45 27 627 568 25 SR66 COLLECTOR 7104 1
12 2
1700 55 2
628 569 295 FENNWOODDR COLLECTOR 2999 1
12 1
1575 35 27 629 569 299 FENNWOODDR COLLECTOR 3507 1
12 1
1700 40 22 630 570 571 ROLLINSRD COLLECTOR 1058 1
12 1
1700 40 27 631 571 305 ROLLINSRD COLLECTOR 2246 1
12 1
1575 35 27 632 572 281 SR19 MINORARTERIAL 556 2
12 1
1750 40 27 633 572 579 SR19 COLLECTOR 601 1
12 1
1700 40 27 634 573 306 LEEST COLLECTOR 564 1
12 1
1750 35 27 635 573 572 CHURCHST COLLECTOR 1389 1
12 1
1575 35 27 636 574 283 NEWWEISRD COLLECTOR 2134 1
12 1
1750 35 27 637 574 578 BAKERRD COLLECTOR 3111 1
12 1
1700 40 27 638 575 285 SPURLN COLLECTOR 1177 1
12 1
1575 35 27 639 575 576 BAKERRD COLLECTOR 4306 1
12 1
1700 40 29 640 576 577 BAKERRD COLLECTOR 2604 1
12 1
1700 40 29 641 577 286 BAKERRD COLLECTOR 764 1
12 1
1700 40 29 642 578 575 BAKERRD COLLECTOR 3790 1
12 1
1700 40 27 643 579 280 SR19 COLLECTOR 1561 1
12 1
1700 40 27 644 579 572 SR19 MINORARTERIAL 601 2
12 1
1900 40 27 645 580 581 SR412 COLLECTOR 1939 1
12 1
1350 30 22 646 581 582 SR412 COLLECTOR 3160 1
12 1
1350 30 22 647 582 272 SR412 COLLECTOR 5052 1
12 1
1750 45 22 648 583 664 SR412 COLLECTOR 2412 1
12 1
1575 35 22 649 584 583 SR412 COLLECTOR 3972 1
12 1
1700 45 22
RiverBendStation K64 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 650 585 584 SR412 COLLECTOR 4551 1
12 1
1700 45 22 651 585 586 SR956 COLLECTOR 11841 1
12 1
1700 45 22 652 586 269 SR956 COLLECTOR 8345 1
12 1
1700 40 14 653 587 588 CR225 COLLECTOR 3159 1
12 1
1700 45 11 654 588 589 CR225 COLLECTOR 3927 1
12 1
1700 40 11 655 589 490 CR225 COLLECTOR 1261 1
12 1
1700 40 11 656 590 18 CR334 COLLECTOR 2864 1
12 1
1700 40 6
657 591 590 CR334 COLLECTOR 1492 1
12 1
1700 45 6
658 592 591 CR334 COLLECTOR 3259 1
12 1
1700 45 11 659 593 595 CR330 COLLECTOR 4568 1
12 1
1700 45 6
660 594 593 CR330 COLLECTOR 3201 1
12 1
1700 45 2
661 595 596 CR330 COLLECTOR 3297 1
12 1
1700 45 6
662 596 597 CR330 COLLECTOR 4697 1
12 1
1700 45 6
663 597 23 CR330 COLLECTOR 4523 1
12 1
1700 40 6
664 598 54 US61 MINORARTERIAL 7020 2
12 1
1900 50 3
665 599 54 ROSEMOUNDLOOP COLLECTOR 3319 1
12 1
1700 40 3
666 600 599 SILGORD COLLECTOR 8547 1
12 1
1700 45 3
667 601 600 ISLANDRD COLLECTOR 7128 1
12 1
1700 45 3
668 602 4
US61 MINORARTERIAL 900 2
12 1
1900 50 12 669 602 5
US61 MINORARTERIAL 958 2
12 1
1900 50 12 670 603 602 SR965 COLLECTOR 1513 1
12 1
1700 40 12 671 604 603 SR965 COLLECTOR 3079 1
12 1
1700 45 12 672 605 130 US61 MINORARTERIAL 2265 2
12 1
1900 50 21 673 605 131 US61 MINORARTERIAL 697 2
12 1
1900 50 13 674 606 108 SR964 COLLECTOR 2838 1
12 1
1700 45 20
RiverBendStation K65 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 675 607 288 BAKERSBLVD COLLECTOR 3600 1
12 1
1750 30 29 676 608 289 SR19 MINORARTERIAL 798 2
12 1
1900 45 29 677 608 290 SR19 MINORARTERIAL 3887 2
12 1
1750 45 29 678 609 608 TRUMANST COLLECTOR 729 1
12 1
1750 30 29 679 610 608 RAYWEILANDDR COLLECTOR 1725 1
12 1
1750 30 29 680 611 290 LAVEYLN LOCALROADWAY 3359 1
12 1
1750 30 29 681 612 290 MANGOLIADR LOCALROADWAY 1588 1
12 1
1750 30 29 682 613 665 SR19 MINORARTERIAL 3073 2
12 1
1750 50 35 683 613 700 SR19 MINORARTERIAL 5383 2
12 1
1750 50 35 684 615 699 OFFRAMPI110 FREEWAYRAMP 2527 1
12 4
1700 45 35 685 616 562 THOMASRD COLLECTOR 2244 1
12 1
1750 35 34 686 617 272 SR412 COLLECTOR 521 1
12 1
1750 35 22 687 617 618 EASTAVE LOCALROADWAY 382 1
12 1
1125 25 22 688 618 617 EASTAVE LOCALROADWAY 382 1
12 1
1125 25 22 689 618 619 MAINST LOCALROADWAY 524 1
12 1
1125 25 22 690 619 272 SR19 COLLECTOR 400 1
12 1
1750 45 22 691 619 273 SR19 COLLECTOR 2503 1
12 1
1700 45 22 692 620 618 LEMONRD LOCALROADWAY 704 1
12 1
1125 25 22 693 621 620 LEMONRD LOCALROADWAY 2459 1
12 1
1350 30 22 694 622 621 LEMONRD LOCALROADWAY 1149 1
12 1
1350 30 22 695 623 622 JACOCKRD COLLECTOR 2664 1
12 1
1700 45 22 696 624 623 JACOCKRD COLLECTOR 2253 1
12 1
1700 45 22 697 624 625 JACOCKRD COLLECTOR 1855 1
12 1
1575 35 22 698 625 626 JACOCKRD COLLECTOR 1505 1
12 1
1575 35 22 699 626 627 JACOCKRD COLLECTOR 822 1
12 1
1700 50 22
RiverBendStation K66 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 700 627 628 JACOCKRD COLLECTOR 2412 1
12 1
1700 50 22 701 628 629 PORTHUDSONPRIDERD COLLECTOR 5387 1
12 1
1700 45 22 702 629 509 PORTHUDSONPRIDERD COLLECTOR 1608 1
12 1
1700 45 22 703 630 134 SR10 COLLECTOR 4004 1
12 1
1750 55 12 704 630 631 SR10 COLLECTOR 9883 1
12 1
1700 55 20 705 631 630 SR10 COLLECTOR 9887 1
12 1
1700 55 20 706 631 632 SR10 COLLECTOR 10126 2
12 1
1900 55 20 707 632 631 SR10 COLLECTOR 10126 2
12 1
1900 55 20 708 632 633 SR10 COLLECTOR 6048 1
12 1
1700 55 20 709 633 632 SR10 COLLECTOR 6048 1
12 1
1700 55 20 710 633 634 SR10 COLLECTOR 9416 1
12 1
1700 55 20 711 634 633 SR10 COLLECTOR 9465 1
12 1
1700 55 20 712 634 635 SR10 COLLECTOR 9363 1
12 1
1750 55 17 713 635 460 FERRYRD COLLECTOR 2201 1
12 1
1700 55 17 714 635 634 SR10 COLLECTOR 9352 1
12 1
1700 55 17 715 635 636 SR10 COLLECTOR 2911 1
12 1
1700 55 17 716 636 635 SR10 COLLECTOR 2922 1
12 1
1750 55 17 717 636 637 SR10 COLLECTOR 3767 1
12 1
1700 55 17 718 637 636 SR10 COLLECTOR 3767 1
12 1
1700 55 17 719 637 638 SR10 COLLECTOR 5163 1
12 1
1750 55 16 720 638 325 DELTAPLACERD COLLECTOR 8695 1
12 1
1350 30 16 721 638 472 SR10 COLLECTOR 1381 1
12 1
1700 55 18 722 638 637 SR10 COLLECTOR 5163 1
12 1
1700 55 16 723 639 640 SR415 COLLECTOR 10791 1
12 1
1700 45 34 724 640 669 PLANTATIONRD LOCALROADWAY 1541 1
12 1
1575 35 34
RiverBendStation K67 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 725 642 557 US190 MINORARTERIAL 17527 2
12 1
1900 65 34 726 642 667 US190 MINORARTERIAL 6754 2
12 1
1900 65 34 727 643 547 SR983 COLLECTOR 11762 1
12 1
1700 50 33 728 644 643 ROUGONRD COLLECTOR 3434 1
12 1
1350 30 25 729 644 654 SR984 COLLECTOR 15554 1
12 1
1700 45 33 730 645 568 SR66 COLLECTOR 3827 1
12 2
1700 55 2
731 646 499 SR967 COLLECTOR 3539 1
12 1
1575 35 4
732 647 70 STIRLINGRD LOCALROADWAY 2517 1
12 1
1575 35 7
733 648 592 CR334 COLLECTOR 2753 1
12 1
1700 45 11 734 649 587 CR225 COLLECTOR 2237 1
12 1
1700 45 11 735 650 197 DREHERRD LOCALROADWAY 2698 1
12 1
1125 25 12 736 651 99 STICKSSCHOOLHOUSELN LOCALROADWAY 1432 1
12 1
1700 45 8
737 652 231 PORTWOODLN COLLECTOR 3444 1
12 1
1700 40 21 738 653 527 SR1 COLLECTOR 10450 1
12 1
1700 40 15 739 654 541 SR984 COLLECTOR 8174 1
12 1
1700 45 33 740 654 655 SR620 COLLECTOR 9857 1
12 1
1700 55 33 741 655 549 SR620 COLLECTOR 2730 1
12 1
1700 40 33 742 656 540 SR413 COLLECTOR 2061 1
12 1
1750 45 32 743 656 654 SR620 COLLECTOR 13477 1
12 1
1700 55 33 744 657 555 SR415 COLLECTOR 2277 1
12 1
1700 40 34 745 658 347 SR415 COLLECTOR 1977 1
12 1
1700 45 20 746 658 355 SR415 COLLECTOR 1620 1
12 1
1700 45 20 747 659 663 RAILROADAVE COLLECTOR 1934 1
12 4
1350 30 19 748 659 689 RAILROADAVE COLLECTOR 785 1
12 1
1350 30 19 749 660 661 MORNINGSIDEST LOCALROADWAY 1177 1
12 1
1125 25 19
RiverBendStation K68 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 750 661 358 SR415 COLLECTOR 1559 1
12 1
1125 25 19 751 661 366 SR415 COLLECTOR 2664 1
12 1
1700 40 19 752 662 663 MARTINDR LOCALROADWAY 991 1
12 1
1125 25 19 753 663 659 RAILROADAVE COLLECTOR 1934 1
12 1
1350 30 19 754 663 660 RAILROADAVE COLLECTOR 823 1
12 1
1350 30 19 755 664 617 SR412 COLLECTOR 1246 1
12 1
1575 35 22 756 665 290 SR19 MINORARTERIAL 3156 2
12 1
1750 50 35 757 665 613 SR19 MINORARTERIAL 3073 2
12 1
1750 50 35 758 666 665 NEWRAFEMEYERRD LOCALROADWAY 1303 1
12 1
1750 25 35 759 667 642 US190 MINORARTERIAL 6754 2
12 1
1900 65 34 760 668 667 ONRAMPUS190 FREEWAYRAMP 1015 1
12 1
1700 45 34 761 669 668 ONRAMPUS190 FREEWAYRAMP 1143 1
12 1
1350 30 34 762 670 89 JONESVAUGHNCREEKRD LOCALROADWAY 1277 1
12 1
1750 30 8
763 671 368 JANISST LOCALROADWAY 621 1
8 0
1125 25 19 764 671 676 JANISST LOCALROADWAY 2315 1
8 0
1125 25 19 765 672 671 NAPOLEONST LOCALROADWAY 473 1
10 0
1125 25 19 766 672 686 OLINDEST LOCALROADWAY 2172 1
8 0
1125 25 19 767 672 687 OLINDEST LOCALROADWAY 637 1
8 0
1125 25 19 768 673 674 NAPOLEONST LOCALROADWAY 193 1
10 0
1125 25 19 769 674 367 NEWROADSST COLLECTOR 592 1
12 1
1750 35 19 770 674 467 NEWROADSST COLLECTOR 1452 1
12 1
1575 35 19 771 675 672 NAPOLEONST LOCALROADWAY 531 1
10 0
1125 25 19 772 675 691 NAPOLEONST LOCALROADWAY 890 1
12 4
1125 25 19 773 676 677 JANISST LOCALROADWAY 321 1
8 0
1125 25 19 774 677 678 SR1 COLLECTOR 443 1
12 1
1700 40 19
RiverBendStation K69 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 775 678 679 WESTEND LOCALROADWAY 264 1
8 0
1125 25 19 776 678 681 SR1 COLLECTOR 449 1
12 1
1700 40 19 777 679 678 WESTEND LOCALROADWAY 264 1
8 0
1125 25 19 778 679 680 WESTEND LOCALROADWAY 3169 1
8 0
1125 25 19 779 680 679 WESTEND LOCALROADWAY 3169 1
8 0
1125 25 19 780 680 682 SR1 COLLECTOR 407 1
12 1
1700 40 19 781 681 466 SR1 COLLECTOR 3153 1
12 1
1700 40 18 782 681 683 BERTHIERST LOCALROADWAY 267 1
8 0
1125 25 19 783 682 683 BERTHIERST LOCALROADWAY 3410 1
8 0
1125 25 19 784 682 684 SR1 COLLECTOR 2111 1
12 1
1700 40 19 785 683 681 BERTHIERST LOCALROADWAY 267 1
8 0
1125 25 19 786 683 682 BERTHIERST LOCALROADWAY 3410 1
8 0
1125 25 19 787 684 376 SR1 COLLECTOR 946 1
12 1
1700 40 18 788 685 684 GISELEST LOCALROADWAY 475 1
10 0
1125 25 18 789 686 465 OLINDEST LOCALROADWAY 357 1
10 0
1125 25 19 790 687 368 SR1 COLLECTOR 470 1
12 1
1125 25 19 791 688 463 FERRYRD COLLECTOR 1610 1
12 1
1700 55 17 792 688 689 SINGLETARYST LOCALROADWAY 3230 1
8 0
1125 25 19 793 689 467 RAILROADAVE COLLECTOR 1147 1
12 1
1350 30 19 794 689 659 RAILROADAVE COLLECTOR 785 1
12 4
1350 30 19 795 689 688 SINGLETARYST LOCALROADWAY 3230 1
8 0
1125 25 19 796 690 465 SR1 COLLECTOR 1669 1
12 1
1350 30 19 797 690 693 POYDRASST LOCALROADWAY 738 1
8 0
1125 25 19 798 691 673 NAPOLEONST LOCALROADWAY 434 1
12 4
1125 25 19 799 691 693 POYDRASST LOCALROADWAY 1579 1
8 0
1125 25 19
RiverBendStation K70 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number 800 692 675 CLAIBRONEST LOCALROADWAY 415 1
8 0
1125 25 19 801 693 690 POYDRASST LOCALROADWAY 738 1
8 0
1125 25 19 802 693 691 POYDRASST LOCALROADWAY 1579 1
8 0
1125 25 19 803 694 659 CURETST LOCALROADWAY 712 1
8 0
1125 25 19 804 695 366 LEJEUNEST LOCALROADWAY 933 1
8 0
1125 25 19 805 696 462 BAYOURUNRD LOCALROADWAY 1205 1
8 0
1125 25 17 806 697 615 RAMPI110 FREEWAYRAMP 423 2
12 4
1700 45 35 807 698 697 SR19 COLLECTOR 1472 1
12 4
1750 30 35 808 699 700 OFFRAMPI110 FREEWAYRAMP 1665 2
12 4
1750 50 35 809 700 613 BLOUNTRD LOCALROADWAY 5383 2
12 4
1750 50 35 810 700 697 SR19 MINORARTERIAL 2904 2
12 1
1750 45 35 811 701 700 BLOUNTRD LOCALROADWAY 2097 1
12 4
1750 30 35 812 8153 153 SR19 COLLECTOR 2657 1
12 1
1700 55 5
813 8537 537 US190 MINORARTERIAL 5347 2
12 1
1900 65 31 814 8562 562 SR19 MINORARTERIAL 11327 2
12 1
1750 30 35 815 8598 598 US61 MINORARTERIAL 3776 2
12 1
1900 50 3
816 8611 611 LAVEYLN LOCALROADWAY 2958 1
12 1
1575 35 29 818 8641 667 US190 MINORARTERIAL 2893 2
12 1
1900 65 34 ExitLink 152 8152 GROOMRD COLLECTOR 3421 1
12 1
1700 45 30 ExitLink 615 8615 I110 FREEWAY 4451 2
12 4
2250 70 35 ExitLink 611 8611 LAVEYLN LOCALROADWAY 2957 1
12 1
1575 35 29 ExitLink 653 8653 SR1 COLLECTOR 1970 1
12 1
1700 40 15 ExitLink 60 8060 SR10 COLLECTOR 2651 1
12 1
1700 45 10 ExitLink 508 8508 SR64 MINORARTERIAL 8145 2
12 1
1900 45 28 ExitLink 537 8537 US190 MINORARTERIAL 5347 2
12 1
1900 65 31
RiverBendStation K71 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Link#
Up Stream Node Down Stream Node RoadwayName RoadwayType Length (ft.)
No.
of Lanes Lane Width (ft.)
Shoulder Width (ft.)
Saturation Flow Rate (pcphpl)
Free Flow Speed (mph)
Grid Number ExitLink 667 8641 US190 MINORARTERIAL 2893 2
12 1
1900 65 34 ExitLink 562 8562 US61 MINORARTERIAL 11327 2
12 1
1900 30 35
RiverBendStation K72 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 TableK2.NodesintheLinkNodeAnalysisNetworkwhichareControlled Node XCoordinate (ft)
YCoordinate (ft)
Control Type GridMap Number 2
3285826 823965 Stop 12 3
3282308 826797 Actuated 12 6
3270800 831264 Actuated 12 7
3267274 832277 TCPActuated 12 9
3264698 836254 Stop 12 10 3263685 839533 Stop 12 12 3264223 846887 TCPActuated 12 18 3257628 852842 Stop 6
23 3253597 868059 Stop 6
30 3264210 848744 TCPActuated 12 38 3346116 879801 Stop 9
39 3347724 878981 Stop 9
41 3348416 879741 Stop 9
42 3349326 879264 Stop 9
47 3277098 870939 Stop 7
49 3360395 857685 Stop 10 50 3277931 876109 TCPUncontrolled 7
70 3276895 850933 Stop 7
81 3347388 861378 Stop 9
86 3307715 848634 TCPActuated 13 89 3310882 850049 TCPActuated 8
90 3313322 851264 TCPActuated 8
93 3318298 849919 TCPActuated 8
94 3318710 852895 Stop 8
99 3322600 862786 Stop 8
104 3321256 849654 TCPActuated 8
107 3327015 849180 TCPActuated 14 109 3324190 845298 TCPActuated 14 134 3289107 822656 Actuated 12 143 3332785 861737 Stop 9
151 3297374 840344 Stop 13 182 3282730 847477 TCPActuated 12 197 3290908 824733 Stop 12 211 3300749 799395 Stop 21 215 3302089 792394 Stop 21 217 3306489 783445 Stop 26 218 3307759 780767 TCPActuated 26 223 3318562 756705 Yield 26 231 3311082 793434 Stop 21
RiverBendStation K73 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Node XCoordinate (ft)
YCoordinate (ft)
Control Type GridMap Number 234 3320982 796562 Stop 21 245 3325387 792168 TCPUncontrolled 22 246 3325766 790207 Stop 22 249 3324768 783658 Actuated 27 253 3321643 760752 Stop 26 260 3330310 822072 TCPUncontrolled 14 268 3344453 833110 Stop 14 269 3344341 830643 Stop 14 272 3340691 806584 Stop 22 277 3338841 794264 Actuated 22 281 3338337 781134 Actuated 27 283 3337349 778730 Actuated 27 285 3335006 772430 Stop 27 286 3333852 765593 Stop 29 288 3333165 761713 Actuated 29 289 3332830 759440 Actuated 29 290 3332047 754820 TCPActuated 29 292 3327378 759940 Stop 29 295 3327465 783259 Stop 27 296 3329421 782989 Actuated 27 298 3335634 781883 Actuated 27 299 3328445 789691 Stop 22 300 3334597 788722 Stop 22 304 3335193 785569 Stop 27 306 3336991 781285 Actuated 27 309 3295705 790565 Stop 21 325 3241119 810711 Stop 16 328 3249694 812418 Stop 17 336 3266025 816966 Stop 20 346 3272630 795932 Stop 20 366 3250688 797894 Stop 19 367 3249140 797665 Actuated 19 368 3246796 797014 Stop 19 378 3240274 793617 Actuated 18 393 3233005 774415 Actuated 24 405 3251367 765069 Stop 24 411 3260610 763876 Stop 25 431 3274022 794216 Stop 20 437 3257324 793458 Stop 19
RiverBendStation K74 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Node XCoordinate (ft)
YCoordinate (ft)
Control Type GridMap Number 464 3248584 800548 Actuated 19 465 3246289 800154 Stop 19 467 3248779 799677 Stop 19 474 3236043 801718 Actuated 18 485 3219352 804562 Stop 15 487 3267298 829186 Actuated 12 490 3258934 835296 Stop 11 493 3268178 828980 Stop 12 499 3302060 887460 Stop 4
510 3347229 844178 TCPUncontrolled 14 511 3346655 850395 TCPActuated 9
534 3210506 747534 Actuated 31 536 3231520 746653 Stop 32 539 3247810 743507 Stop 32 540 3257475 739787 Actuated 32 541 3271061 734255 Stop 33 547 3280696 748535 Stop 33 549 3282596 740502 Stop 33 551 3280224 730570 Stop 33 562 3323546 746202 TCPActuated 34 564 3285504 767713 Stop 25 567 3325551 787174 Stop 22 568 3241564 889438 TCPUncontrolled 2
572 3338404 781686 Actuated 27 573 3337025 781849 Stop 27 580 3331600 808481 TCPUncontrolled 22 635 3249426 809416 Actuated 17 638 3240715 802025 Actuated 16 654 3270698 742428 Stop 33 656 3257232 741873 Stop 32 657 3293452 740293 Stop 34 659 3250695 799430 Stop 19 661 3253354 797898 Stop 19 663 3252611 799164 Stop 19 664 3341985 807280 TCPUncontrolled 22 665 3331552 751703 Actuated 35 668 3305965 724977 Stop 34 671 3246604 797605 Stop 19 674 3249032 798247 Stop 19
RiverBendStation K75 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 Node XCoordinate (ft)
YCoordinate (ft)
Control Type GridMap Number 675 3247563 797903 Stop 19 676 3245890 799806 Stop 19 677 3245818 800119 Stop 19 678 3245375 800113 Stop 19 679 3245440 799856 Stop 19 680 3246405 796838 Stop 19 681 3244928 800162 Stop 19 682 3246040 796658 Stop 19 683 3244982 799900 Stop 19 684 3244094 795840 Stop 18 686 3246394 799813 Stop 19 687 3247249 797137 Stop 19 688 3249435 802720 Stop 17 689 3249916 799526 Stop 19 690 3247932 800445 Stop 19 691 3248410 798178 Stop 19 693 3248079 799722 Stop 19 697 3329717 740495 Actuated 35 700 3330264 743347 Actuated 35 602 3276498 830022 Stop 12 605 3293317 817841 Stop 13 608 3332690 758654 Actuated 29 613 3331004 748679 Actuated 35 618 3341142 806109 Stop 22 619 3340625 806190 Stop 22 622 3343020 802780 Stop 22 628 3347013 792733 Stop 22 1CoordinatesareintheNorthAmericanDatumof1983StatePlaneZoneLouisianaSouth
APPENDIXL PASBoundaries
RiverBendStation L1 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 L. PASBOUNDARIES
WestFelicianaParish PAS1 Defined as the area within the following boundary: Bounded by Mississippi River on the west, by St. Francisville towns southern border on the north, Commercestreet(LAHWY3057)toUS61,US61southtoLAHWY965,easton LAHWY965toAudubonLn,southonAudubonLntoLAHWY966,LAHWY966 to Folkes Rd, Folkes Rd south to US 61, then follows a straight line path in southwestdirectiontotheMississippiRiver.
IncludesRiverBendStationArea,StarHillandAudubonStateHistoricSite.
PAS2 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi River on the west, by St. Francisville towns southern border on the south, Commercestreet(LAHWY3057)toUS61,US61southtoLAHWY965,easton LAHWY965toJoeDanielRd,northonJoeDanielRdtoLAHWY10,Continue onBainsRdwesttoUS61,southonUS61toMyrtleLn,southonMyrtleLnto AirportRd.,westonAirportRdtoMahoneyRd,southonMahoneyRdtoLA HWY10,thenwestonLAHWY10totheMississippiRiver.
IncludesSt.Francisvilletownship,Harwood,ElmPark,BainsRoad,Mahoney RoadandAirportRoad.
PAS3 Definedastheareawithinthefollowingboundary:BoundedbyWestFeliciana Parish(WFP)boundaryonthesouth,followsHammercreek(LAHWY11)going northontheeasternboundaryuntilLAHWY10,westonLAHWY10toJoe DanielRd/BainsRd,southonJoeDanielRdtoLAHWY965,eastonLAHWY 965toAudubonLn,southonAudubonLntoLAHWY966,LAHWY966to FolkesRd,FolkesRdsouthtoUS61,thensouthonUS61toWFPborder.
IncludesCarneyandFreeland.
PAS4 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi Riveronthewest,thesouthernboundaryofPAS1onthenorth,bytheWFP boundaryonthesouthtoUS61,thennorthonUS61toFolkesRd.
IncludesTembecandRiddleArea.
PAS5 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi RiveronthesouthtoLAHWY10,westonLAHWY10toMahoneyRd,northon MahoneyRdtoSolitudeRd,northonSolitudeRdandcontinueonJackoRdto the 10mile boundary, then follow a straight line path in the southwest directiontotheMississippiRiver.
IncludesTunicaSwampandCatIsland.
RiverBendStation L2 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 PAS6 Definedastheareawithinthefollowingboundary:Boundedonthewestby PAS5,continuescloselyalong10mileboundary,andthenfollowstheSpring BranchandLittleBayouSaraCreektoHighlandRd,eastonHighlandRdtoLA HWY66,continueeastonSligoRdandfollowWilliamsCreektoMulberryHill Rd,southonMulberryHillRdtoUS61,northonUS61toSpillmanRd,easton SpillmanRdtoJonesVaughnCreek,eastonJonesVaughnCreektoSageHill Rd.,southwestonSageHillRdtoBainsRd,westonBainsRdtoUS61,southon US61toMyrtleRd,southonMyrtleRdtoAirportRd,thenwestonAirportRd tothePAS5boundary.
IncludesSolitude,Wakefield,Whitman,BeachwoodandBains.
PAS7 Defined as the area within the following boundary: Bounded by the southeasternboundaryofPAS6(SageHillRdandJonesVaughnCreekRoad)to BainsRd,southonBainsRdtoLAHWY10,eastonLAHWY10toHammer Creek,followHammerCreektoWFPboundary,eastalongWFPboundaryto Cason Creek, a straight line from Cason Creek to the Jones Vaughn Creek Rd/WeaverRdintersection.
Includes Jones Vaughn Creek Rd, Freeland Rd and LA Highway 10 between CarneyandJackson.
EastFelicianaParish PAS8 Definedastheareawithinthefollowingboundary:Boundedonnorthbythe EastFelicianaParish(EFP)borderbetweenUS61onthewestandHammer Creekontheeast,astraightlinebetweenHammerCreekandintersectionof LA HWY 964 and LA HWY 68, a straight line on the south between the intersectionofLAHWY964andLAHWY68andUS61.
IncludesWilliamsGasPipeline/Transcoandsparselypopulatedareanorthof LAHighway964andwestofLAHighway68.
PAS9 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi River on the west, the EFP border on the south to US 61/LA HWY 68 intersection,eastonLAHWY68toLAHWY964,followsouthernborderofPAS 8andtheEFPborderonnorth.
IncludesDelombreandPortHudsonStateHistoricSite.
PAS10 Definedastheareawithinthefollowingboundary:JacksonTownBoundaries IncludesJacksonandCentenaryStateHistoricSite PAS11 Definedastheareawithinthefollowingboundary:Boundedbythesouthern boundary of PAS 10 and the EFP border on the north, PAS 8 on the west, straightlineonthesouthwestfromLAHWY68/LAHWY964intersectionto ThomsonRd/LAHWY412intersection,straightlinefromtherefollowingthe 10mileboundarycloselytoLAHWY10.
Includes Asphodel, Green Briar Road, LA Highway 68 south of Jackson City limitstoLAHighway964,LAHighway955betweenGreenBriarRoadandLA Highway412.
RiverBendStation L3 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 PAS12 Definedastheareawithinthefollowingboundary:BoundedbytheEFPborder onthesouth,the10mileboundaryontheeast,PAS11onthenorth,andPAS 9onthewest.
IncludesLindsay,LAHighway68southofLAHighway964toUSHighway61, LAHighway412fromLAHighway955toThompsonRoad EastBatonRougeParish PAS13 Definedastheareawithinthefollowingboundary:BoundedbytheEastBaton RougeParish(EBRP)borderonthenorth,the10mileboundaryalongtheeast andsouthtoUS61,northonUS61totheEBRPborder.
IncludesPlainsandFlanacherRoad.
PAS14 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi Riveronthewest,theEBRPborderonthenorth,US61onthewest,andthe 10mileborderonthesouth.
IncludesPortHudson,Bonn,MountPleasantandPortHickey.
WestBatonRougeParish PAS15 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi Riverontheeast,theWestBatonRougeParish(WBRP)borderonthenorth and a straight line south of Arbroth Rd. and parallel to Arbroth Rd. on the southside.
IncludesArbroth.
PointeCoupeéParish PAS16 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi Riveronthenorthandeast,and5mileringalongthewestandsouth.
IncludesWaterlooandBigCajunNo.2.
PAS17 Definedastheareawithinthefollowingboundary:BoundedbytheMississippi Riverontheeast,thePointeCoupeéParish(PCP)borderonthesouth,the10 mileringonthewesttoOilFieldRd,northeasttoLAHWY414/GlennLane, thenfollowstraightlinenorthwesttoLAHWY413/LAHWY415intersection, eastonLAHWY415totheMississippiRiver.
IncludesRougon,Chenal,Glynn,Hermitage,Island,Wickliffe,AnchorandBig CajunNo.1.
PAS18 Defined as the area within the following boundary: Bounded by PAS 17 on south,PAS16oneast,thePCPborderonthenorthandthe10mileringonthe west.
IncludesNewRoads,Ventress,Patins,Leavel,Ploup,Brooks,Schexnayderand Beaud.
APPENDIXM EvacuationSensitivityStudies
RiverBendStation M1 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 M. EVACUATIONSENSITIVITYSTUDIES This appendix presents the results of a series of sensitivity analyses. These analyses are designedtoidentifythesensitivityoftheETEtochangesinsomebaseevacuationconditions.
M.1 EffectofChangesinTripGenerationTimes A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the AdvisorytoEvacuate,couldbepersuadedtorespondmuchmorerapidly),howwouldtheETE beaffected?ThecaseconsideredwasScenario7,Region3(winter,midweek,midday,raining) evacuationoftheentireEPZ.TableM1presentstheresultsofthisstudy.
TableM1.EvacuationTimeEstimatesforTripGenerationSensitivityStudy Trip Generation Period EvacuationTimeEstimateforEntireEPZ 90thPercentile 100thPercentile 2Hours45Minutes 3:00 4:30 3Hours45Minutes 3:20 4:40 4Hours45Minutes(Base) 3:20 4:55
TrafficcongestionpersistswithintheEPZforabout4hoursand30minutesforScenario7.As such,theETEforthe100thpercentilearenotprimarilyaffectedbythetripgenerationtime,but bythetimeneededtoclearthecongestionwithintheEPZ.Reducingthetripgenerationtimeby 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> only reduces the 100th percentile by 25 minutes and the 90th percentile ETE by 20 minutes.
RiverBendStation M2 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 M.2 EffectofChangesintheNumberofPeopleintheShadowRegionWhoRelocate A sensitivity study was conducted to determine the effect on the ETE of changes in the percentageofpeoplewhodecidetorelocatefromtheShadowRegion.Thecaseconsidered wasScenario7,Region3;awinter,midweek,midday,andrainingevacuationfortheentireEPZ.
ThemovementofpeopleintheShadowRegionhasthepotentialtoimpedevehiclesevacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional informationonpopulationwithintheshadowregion.
TableM2presentstheevacuationtimeestimatesforeachofthecasesconsidered.Theresults showthattheETEarenotsignificantlyimpactedbyshadowevacuationfrom0%to20%.Tripling the shadow percentage increases the ETE by only 25 minutes for the 90th percentile and 10 minutesforthe100thpercentile.
TableM2.EvacuationTimeEstimatesforShadowSensitivityStudy PercentShadow Evacuation Evacuating Shadow Vehicles EvacuationTimeEstimateforEntireEPZ 90thPercentile 100thPercentile 0
0 3:15 4:55 15 2,908 3:20 4:55 20(Base) 3,877 3:20 4:55 60 11,631 3:45 5:05
RiverBendStation M3 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 M.3 EffectofChangesinEPZResidentPopulation AsensitivitystudywasconductedtodeterminetheeffectonETEofchangesintheresident populationwithinthestudyarea(EPZplusShadowRegion).Aspopulationinthestudyarea changesovertime,thetimerequiredtoevacuatethepublicmayincrease,decrease,orremain thesame.SincetheETEisrelatedtothedemandtocapacityratiopresentwithinthestudy area, changes in population will cause the demand side of the equation to change. The sensitivitystudywasconductedusingthefollowingplanningassumptions:
- 1. The percent change in population within the study area was varied between +/-40%.
Changes in population were applied to permanent residents only (as per federal guidance),inboththeEPZareaandintheShadowRegion.
- 2. Thetransportationinfrastructureremainedfixed;thepresenceofnewroadsorhighway capacityimprovementswerenotconsidered.
- 3. Thestudywasperformedforthe2MileRegion(R01),the5MileRegion(R02)andthe entireEPZ(R03).
- 4. ThewinterscenariowhichyieldedthehighestETEvalueswasselectedasthecasetobe consideredinthissensitivitystudy(Scenario7).
TableM3presentstheresultsofthesensitivitystudy.SectionIVofAppendixEto10CFRPart 50,andNUREG/CR7002,Section5.4,requirelicenseestoprovideanupdatedETEanalysisto theNRCwhenapopulationincreasewithintheEPZcausesETEvalues(forthe2MileRegion,5 MileRegionorentireEPZ)toincreaseby25percentor30minutes,whicheverisless.Notethat allofthebaseETEvaluesaregreaterthan2hours;25percentofthebaseETEisalwaysgreater than30minutes.Therefore,30minutesisthelesserandisthecriterionforupdating.
Those percent population changes which result in ETEchanges greater than 30 minutes are highlightedinredbelow-a30%increaseintheEPZpopulation.Entergywillhavetoestimate the EPZ population on an annual basis. If the EPZ population increases by 30% or more an updatedETEanalysiswillbeneeded.
RiverBendStation M4 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1
TableM3.ETEVariationwithPopulationChange Resident Population Base PopulationChange Base PopulationChange 10%
20%
30%
40%
10%
20%
30%
ETEfor90thPercentile Region
Base PopulationChange
Base PopulationChange 10%
20%
30%
40%
10%
20%
40%
2MILE 2:15 2:20 2:20 2:20 2:20 2:15 2:15 2:15 2:15 5MILE 2:25 2:25 2:30 2:35 2:45 2:25 2:25 2:25 2:20 FULLEPZ 3:20 3:30 3:35 3:45 3:50 3:20 3:15 3:10 2:55
ETEfor100thPercentile Region
Base PopulationChange
Base PopulationChange 10%
20%
30%
40%
10%
20%
40%
2MILE 4:45 4:45 4:45 4:45 4:50 4:45 4:45 4:45 4:45 5MILE 4:50 4:50 4:50 4:50 4:50 4:50 4:50 4:50 4:50 FULLEPZ 4:55 4:55 5:10 5:30 5:35 4:55 4:55 4:55 4:55
APPENDIXN ETECriteriaChecklist
RiverBendStation N1 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 N. ETECRITERIACHECKLIST TableN1.ETEReviewCriteriaChecklist NRCReviewCriteria CriterionAddressed inETEAnalysis Comments 1.0Introduction
- a. Theemergencyplanningzone(EPZ)andsurroundingarea shouldbedescribed.
Yes Section1
- b. Amapshouldbeincludedthatidentifiesprimaryfeatures ofthesite,includingmajorroadways,significant topographicalfeatures,boundariesofcounties,and populationcenterswithintheEPZ.
Yes Figure11
- c. AcomparisonofthecurrentandpreviousETEshouldbe providedandincludessimilarinformationasidentifiedin Table11,ETEComparison,ofNUREG/CR7002.
Yes Table13 1.1Approach
- a. Adiscussionoftheapproachandlevelofdetailobtained duringthefieldsurveyoftheroadwaynetworkshouldbe provided.
Yes Section1.3
- b. Sourcesofdemographicdataforschools,specialfacilities, largeemployers,andspecialeventsshouldbeidentified.
Yes Section2.1 Section3
- c. Discussionshouldbepresentedonuseoftrafficcontrol plansintheanalysis.
Yes Section1.3,Section2.3,Section9, AppendixG
- d. Trafficsimulationmodelsusedfortheanalysesshouldbe identifiedbynameandversion.
Yes Section1.3,Table13,AppendixB,Cand D
RiverBendStation N2 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- e. Methodsusedtoaddressdatauncertaintiesshouldbe described.
Yes Section3-avoiddoublecounting Section5,AppendixF-4.15%sampling errorat95%confidenceintervalfor telephonesurvey 1.2Assumptions
- a. TheplanningbasisfortheETEincludestheassumption thattheevacuationshouldbeorderedpromptlyandno earlyprotectiveactionshavebeenimplemented.
Yes Section2.3-Assumption1 Section5.1
- b. AssumptionsconsistentwithTable12,General Assumptions,ofNUREG/CR7002shouldbeprovidedand includethebasistosupporttheiruse.
Yes Sections2.2,2.3 1.3ScenarioDevelopment
- a. ThetenscenariosinTable13,EvacuationScenarios, shouldbedevelopedfortheETEanalysis,orareason shouldbeprovidedforuseofotherscenarios.
Yes Tables21,62 1.3.1StagedEvacuation
- a. Adiscussionshouldbeprovidedontheapproachusedin developmentofastagedevacuation.
Yes Sections5.4.2,7.2 1.4EvacuationPlanningAreas
- a. AmapofEPZwithemergencyresponseplanningareas (ERPAs)shouldbeincluded.
Yes Figure61
- b. AtableshouldbeprovidedidentifyingtheERPAs consideredforeachETEcalculationbydownwind directionineachsector.
Yes Table61
RiverBendStation N3 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- c. AtablesimilartoTable14,EvacuationAreasforaStaged EvacuationKeyhole,ofNUREG/CR7002shouldbe providedandincludesthecompleteevacuationofthe2,5, and10mileareasandforthe2milearea/5milekeyhole evacuations.
Yes Table75 2.0DemandEstimation
- a. Demandestimationshouldbedevelopedforthefour populationgroups,includingpermanentresidentsofthe EPZ,transients,specialfacilities,andschools.
Yes Permanentresidents,employees, transients-Section3,AppendixE Specialfacilities,schools-Section8, AppendixE 2.1PermanentResidentsandTransientPopulation
- a. TheUSCensusshouldbethesourceofthepopulation values,oranothercrediblesourceshouldbeprovided.
Yes Section3.1
- b. Populationvaluesshouldbeadjustedasnecessaryfor growthtoreflectpopulationestimatestotheyearofthe ETE.
Yes 2010usedasthebaseyearforanalysis.No growthofpopulationnecessary.
- c. Asectordiagramshouldbeincluded,similartoFigure21, PopulationbySector,ofNUREG/CR7002,showingthe populationdistributionforpermanentresidents.
Yes Figure32 2.1.1PermanentResidentswithVehicles
- a. Thepersonspervehiclevalueshouldbebetween1and2 orjustificationshouldbeprovidedforothervalues.
Yes 1.65personsperevacuatingvehicle-Table13
- b. Majoremployersshouldbelisted.
Yes AppendixE-TableE3 2.1.2TransientPopulation
RiverBendStation N4 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- a. Alistoffacilitieswhichattracttransientpopulations shouldbeincluded,andpeakandaverageattendancefor thesefacilitiesshouldbelisted.Thesourceofinformation usedtodevelopattendancevaluesshouldbeprovided.
Yes Sections3.3,3.4,AppendixE
- b. Theaveragepopulationduringtheseasonshouldbeused, itemizedandtotaledforeachscenario.
Yes Tables34,35andAppendixEitemizethe transientpopulationandemployee estimates.Theseestimatesaremultiplied bythescenariospecificpercentages providedinTable63toestimatetransient populationbyscenario.
- c. Thepercentofpermanentresidentsassumedtobeat facilitiesshouldbeestimated.
Yes Sections3.3,3.4
- d. Thenumberofpeoplepervehicleshouldbeprovided.
Numbersmayvarybyscenario,andifso,discussionon whyvaluesvaryshouldbeprovided.
Yes Sections3.3,3.4
- e. Asectordiagramshouldbeincluded,similartoFigure21 ofNUREG/CR7002,showingthepopulationdistribution forthetransientpopulation.
Yes Figure36-transients Figure38-employees 2.2TransitDependentPermanentResidents
- a. Themethodologyusedtodeterminethenumberoftransit dependentresidentsshouldbediscussed.
Yes Section8.1,Table81
- b. Transportationresourcesneededtoevacuatethisgroup shouldbequantified.
Yes Section8.1,Tables85,89
- c. Thecounty/localevacuationplansfortransitdependent residentsshouldbeusedintheanalysis.
Yes Sections8.1,8.4
RiverBendStation N5 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- d. Themethodologyusedtodeterminethenumberof peoplewithdisabilitiesandthosewithaccessand functionalneedswhomayneedassistanceanddonot resideinspecialfacilitiesshouldbeprovided.Datafrom local/countyregistrationprogramsshouldbeusedinthe estimate,butshouldnotbetheonlysetofdata.
Yes Section8.5
- e. Capacitiesshouldbeprovidedforalltypesof transportationresources.Busseatingcapacityof50%
shouldbeusedorjustificationshouldbeprovidedfor highervalues.
Yes Section2.3-Assumption10 Sections3.5,8.1,8.2,8.3
- f. Anestimateofthispopulationshouldbeprovidedand informationshouldbeprovidedthattheexisting registrationprogramswereusedindevelopingthe estimate.
Yes Section81,Table81-transitdependents Section8.5-specialneeds
- g. Asummarytableofthetotalnumberofbuses, ambulances,orothertransportneededtosupport evacuationshouldbeprovidedandthequantificationof resourcesshouldbedetailedenoughtoassuredouble countinghasnotoccurred.
Yes Table85 Sections8.1,8.4,8.5
2.3SpecialFacilityResidents
- a. Alistofspecialfacilities,includingthetypeoffacility, location,andaveragepopulationshouldbeprovided.
Specialfacilitystaffshouldbeincludedinthetotalspecial facilitypopulation.
Yes AppendixE,TablesE2,E8-listfacilities, type,location,andpopulation
- b. Adiscussionshouldbeprovidedonhowspecialfacility datawasobtained.
Yes Sections3.5,8.3
RiverBendStation N6 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- c. Thenumberofwheelchairandbedboundindividuals shouldbeprovided.
Yes Section3.5
- d. Anestimateofthenumberandcapacityofvehicles neededtosupporttheevacuationofthefacilityshouldbe provided.
Yes Section8.3 Tables84,85
- e. Thelogisticsformobilizingspeciallytrainedstaff(e.g.,
medicalsupportorsecuritysupportforprisons,jails,and othercorrectionalfacilities)shouldbediscussedwhen appropriate.
Yes Section3.5 2.4Schools
- a. Alistofschoolsincludingname,location,student population,andtransportationresourcesrequiredto supporttheevacuation,shouldbeprovided.Thesource ofthisinformationshouldbeprovided.
Yes Tables82,E1,E2 Section8.2
- b. Transportationresourcesforelementaryandmiddle schoolsshouldbebasedon100%oftheschoolcapacity.
Yes Table82
- c. Theestimateofhighschoolstudentswhowillusetheir personalvehicletoevacuateshouldbeprovidedanda basisforthevaluesusedshouldbediscussed.
Yes Section8.2
- d. Theneedforreturntripsshouldbeidentifiedifnecessary.
Yes Therearesufficientresourcestoevacuate schoolsinasinglewave.
2.5.1SpecialEvents
RiverBendStation N7 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- a. Acompletelistofspecialeventsshouldbeprovidedand includesinformationonthepopulation,estimated duration,andseasonoftheevent.
Yes Section3.7
- b. Thespecialeventthatencompassesthepeaktransient populationshouldbeanalyzedintheETE.
Yes Section3.7
- c. Thepercentofpermanentresidentsattendingtheevent shouldbeestimated.
Yes Section3.7 2.5.2ShadowEvacuation
- a. Ashadowevacuationof20percentshouldbeincludedfor areasoutsidetheevacuationareaextendingto15miles fromtheNPP.
Yes Section2.2-Assumption5 Figure21 Section3.2
- b. Populationestimatesfortheshadowevacuationinthe10 to15mileareabeyondtheEPZareprovidedbysector.
Yes Section3.2 Figure34 Table33
- c. Theloadingoftheshadowevacuationontotheroadway networkshouldbeconsistentwiththetripgeneration timegeneratedforthepermanentresidentpopulation.
Yes Section5-Table59footnote 2.5.3BackgroundandPassThroughTraffic
- a. Thevolumeofbackgroundtrafficandpassthroughtraffic isbasedontheaveragedaytimetraffic.Valuesmaybe reducedfornighttimescenarios.
Yes Section3.6 Table36 Section6 Table63
RiverBendStation N8 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- b. Passthroughtrafficisassumedtohavestoppedentering theEPZabouttwohoursaftertheinitialnotification.
Yes Section2.3-Assumption5 Section3.6 2.6SummaryofDemandEstimation
- a. Asummarytableshouldbeprovidedthatidentifiesthe totalpopulationsandtotalvehiclesusedinanalysisfor permanentresidents,transients,transitdependent residents,specialfacilities,schools,shadowpopulation, andpassthroughdemandusedineachscenario.
Yes
Tables37,38 3.0RoadwayCapacity
- a. Themethod(s)usedtoassessroadwaycapacityshouldbe discussed.
Yes Section4 3.1RoadwayCharacteristics
- a. AfieldsurveyofkeyrouteswithintheEPZhasbeen conducted.
Yes Section1.3
- b. Informationshouldbeprovideddescribingtheextentof thesurvey,andtypesofinformationgatheredandusedin theanalysis.
Yes Section1.3
- c. AtablesimilartothatinAppendixA,Roadway Characteristics,ofNUREG/CR7002shouldbeprovided.
Yes AppendixK,TableK1
- d. Calculationsforarepresentativeroadwaysegmentshould beprovided.
Yes Section4
RiverBendStation N9 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- e. Alegiblemapoftheroadwaysystemthatidentifiesnode numbersandsegmentsusedtodeveloptheETEshouldbe providedandshouldbesimilartoFigure31,Roadway NetworkIdentifyingNodesandSegments,ofNUREG/CR 7002.
Yes AppendixK,FiguresK1throughK36 presenttheentirelinknodeanalysis networkatascalesuitabletoidentifyall linksandnodes 3.2CapacityAnalysis
- a. Theapproachusedtocalculatetheroadwaycapacityfor thetransportationnetworkshouldbedescribedindetail andidentifiesfactorsthatshouldbeexpresslyusedinthe modeling.
Yes Section4
- b. Thecapacityanalysisidentifieswherefieldinformation shouldbeusedintheETEcalculation.
Yes Section1.3,Section4 3.3IntersectionControl
- a. Alistofintersectionsshouldbeprovidedthatincludesthe totalnumberofintersectionsmodeledthatare unsignalized,signalized,ormannedbyresponse personnel.
Yes AppendixK,TableK2
- b. Characteristicsforthe10highestvolumeintersections withintheEPZareprovidedincludingthelocation,signal cyclelength,andturnlanequeuecapacity.
Yes TableJ1
- c. Discussionshouldbeprovidedonhowsignalcycletimeis usedinthecalculations.
Yes Section4.1,AppendixC.
3.4AdverseWeather
RiverBendStation N10 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- a. Theadverseweatherconditionshouldbeidentifiedand theeffectsofadverseweatheronmobilizationtime shouldbeconsidered.
Yes Tables21,22 Section2.3-Assumption9
- b. Thespeedandcapacityreductionfactorsidentifiedin Table31,WeatherCapacityFactors,ofNUREG/CR7002 shouldbeusedorabasisshouldbeprovidedforother values.
Yes Table22-basedonHCM2010.The factorsprovidedinTable31of NUREG/CR7002arefromHCM2000.
- c. Thestudyidentifiesassumptionsforsnowremovalon streetsanddriveways,whenapplicable.
Yes Nosnowscenarios 4.0DevelopmentofEvacuationTimes 4.1TripGenerationTime
- a. Theprocessusedtodeveloptripgenerationtimesshould beidentified.
Yes Section5
- b. Whentelephonesurveysareused,thescopeofthe survey,areaofsurvey,numberofparticipants,and statisticalrelevanceshouldbeprovided.
Yes AppendixF
- c. Dataobtainedfromtelephonesurveysshouldbe summarized.
Yes AppendixF
- d. Thetripgenerationtimeforeachpopulationgroupshould bedevelopedfromsitespecificinformation.
Yes Section5,AppendixF 4.1.1PermanentResidentsandTransientPopulation
RiverBendStation N11 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- a. Permanentresidentsareassumedtoevacuatefromtheir homesbutarenotassumedtobeathomeatalltimes.
Tripgenerationtimeincludestheassumptionthata percentageofresidentswillneedtoreturnhomepriorto evacuating.
Yes Section5discussestripgenerationfor householdswithandwithoutreturning commuters.Table63presentsthe percentageofhouseholdswithreturning commutersandthepercentageof householdseitherwithoutreturning commutersorwithnocommuters.
AppendixFpresentsthepercent householdswhowillawaitthereturnof commuters.
- b. Discussionshouldbeprovidedonthetimeandmethod usedtonotifytransients.Thetripgenerationtime discussesanydifficultiesnotifyingpersonsinhardtoreach areassuchasonlakesorincampgrounds.
Yes Section5.4.3
- c. Thetripgenerationtimeaccountsfortransients potentiallyreturningtohotelspriortoevacuating.
Yes Section5,Figure51
- d. Effectofpublictransportationresourcesusedduring specialeventswherealargenumberoftransientsshould beexpectedshouldbeconsidered.
Yes Section3.7
- e. Thetripgenerationtimeforthetransientpopulation shouldbeintegratedandloadedontothetransportation networkwiththegeneralpublic.
Yes Section5,Table59,Figure54 4.1.2TransitDependentResidents
RiverBendStation N12 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- a. Ifavailable,existingplansandbusroutesshouldbeused intheETEanalysis.Ifnewplansshouldbedevelopedwith theETE,theyhavebeenagreeduponbytheresponsible authorities.
Yes Section8.3-page87.Preestablishedbus routesdonotexist.Basicbusrouteswere developedfortheETEanalysis-seeFigure 82,Table810.
- b. Discussionshouldbeincludedonthemeansofevacuating ambulatoryandnonambulatoryresidents.
Yes Sections8.4,8.5
- c. Thenumber,location,andavailabilityofbuses,andother resourcesneededtosupportthedemandestimation shouldbeprovided.
Yes Section8.4 Table85
- d. Logisticaldetails,suchasthetimetoobtainbuses,brief drivers,andinitiatethebusrouteshouldbeprovided.
Yes Section8.4 Figure81
- e. Discussionshouldidentifythetimeestimatedfortransit dependentresidentstoprepareandtraveltoabuspickup point,anddescribestheexpectedmeansoftraveltothe pickuppoint.
Yes Sections8.4,8.5
- f. Thenumberofbusstopsandtimeneededtoload passengersshouldbediscussed.
Yes Sections8.3,8.5
- g. Amapofbusroutesshouldbeincluded.
Yes Figure82
- h. Thetripgenerationtimefornonambulatorypersons includesthetimetomobilizeambulancesorspecial vehicles,timetodrivetothehomeofresidents,loading time,andtimetodriveoutoftheEPZshouldbeprovided.
Yes Section8.5
RiverBendStation N13 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- i. Informationshouldbeprovidedtosupportsanalysisof returntrips,ifnecessary.
Yes Returntripsshouldnotbenecessary-therearesufficientresources.
Figure81,Section8.4 Tables811through812 4.1.3SpecialFacilities
- a. Informationonevacuationlogisticsandmobilizationtimes shouldbeprovided.
Yes Sections83,84,8.6 Tables84,812,813,815
- b. Discussionshouldbeprovidedontheinboundand outboundspeeds.
Yes Sections8.4,8.6
- c. Thenumberofwheelchairandbedboundindividuals shouldbeprovided,andthelogisticsofevacuatingthese residentsshouldbediscussed.
Yes Tables84,812through814
- d. Timeforloadingofresidentsshouldbeprovided Yes Section8.4,86
- e. Informationshouldbeprovidedthatindicateswhether theevacuationcanbecompletedinasingletriporif additionaltripsshouldbeneeded.
Yes Section8.4,Table84,85
- f. Ifreturntripsshouldbeneeded,thedestinationof vehiclesshouldbeprovided.
Yes Section8.4 Figure101
- g. Discussionshouldbeprovidedonwhetherspecialfacility residentsareexpectedtopassthroughthereception centerpriortobeingevacuatedtotheirfinaldestination.
Yes Section8.4
- h. Supportinginformationshouldbeprovidedtoquantifythe timeelementsforthereturntrips.
Yes Section8.4
RiverBendStation N14 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments 4.1.4Schools
- a. Informationonevacuationlogisticsandmobilizationtime shouldbeprovided.
Yes Section8.4 Tables87,88
- b. Discussionshouldbeprovidedontheinboundand outboundspeeds.
Yes SchoolbusroutesarepresentedinTable 86.
SchoolbusspeedsarepresentedinTables 87(goodweather),and88(rain).
Outboundspeedsaredefinedasthe minimumoftheevacuationroutespeed andtheStateschoolbusspeedlimit.
InboundspeedsarelimitedtotheState schoolbusspeedlimit.
- c. Timeforloadingofstudentsshouldbeprovided.
Yes Tables87through88,Discussionin Section8.4
- d. Informationshouldbeprovidedthatindicateswhether theevacuationcanbecompletedinasingletriporif additionaltripsareneeded.
Yes Section8.4 Table85showssufficientresources.
- e. Ifreturntripsareneeded,thedestinationofschoolbuses shouldbeprovided.
Yes Section8.4 Figure101
- f. Ifused,receptioncentersshouldbeidentified.Discussion shouldbeprovidedonwhetherstudentsareexpectedto passthroughthereceptioncenterpriortobeing evacuatedtotheirfinaldestination.
Yes Table83.Studentsareevacuatedto receptioncenterswheretheywillbe pickedupbyparentsorguardians.
RiverBendStation N15 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- g. Supportinginformationshouldbeprovidedtoquantifythe timeelementsforthereturntrips.
Yes Tables87and88providetimeneededto arriveatcarecenter,whichcouldbeused tocomputeasecondwaveevacuationif necessary 4.2ETEModeling
- a. Generalinformationaboutthemodelshouldbeprovided anddemonstratesitsuseinETEstudies.
Yes DYNEVII(Ver.4.0.15.0).Section1.3,Table 13,AppendixB,AppendixC.
- b. IfatrafficsimulationmodelisnotusedtoconducttheETE calculation,sufficientdetailshouldbeprovidedtovalidate theanalyticalapproachused.Allcriteriaelementsshould havebeenmet,asappropriate.
No Notapplicableasatrafficsimulation modelwasused.
4.2.1TrafficSimulationModelInput
- a. Trafficsimulationmodelassumptionsandarepresentative setofmodelinputsshouldbeprovided.
Yes AppendicesBandCdescribethe simulationmodelassumptionsand algorithms TableJ2
- b. Aglossaryoftermsshouldbeprovidedforthekey performancemeasuresandparametersusedinthe analysis.
Yes AppendixA TablesC1,C2 4.2.2TrafficSimulationModelOutput
- a. Adiscussionregardingwhetherthetrafficsimulation modelusedmustbeinequilibrationpriortocalculating theETEshouldbeprovided.
Yes AppendixB
RiverBendStation N16 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- b. Theminimumfollowingmodeloutputsshouldbeprovided tosupportreview:
- 1. TotalvolumeandpercentbyhourateachEPZexit node.
- 2. Networkwideaveragetraveltime.
- 3. Longestqueuelengthforthe10intersectionswiththe highesttrafficvolume.
- 4. Totalvehiclesexitingthenetwork.
- 5. Aplotthatprovidesboththemobilizationcurveand evacuationcurveidentifyingthecumulative percentageofevacueeswhohavemobilizedand exitedtheEPZ.
- 6. Averagespeedforeachmajorevacuationroutethat exitstheEPZ.
Yes
- 1. TableJ5.
- 2. TableJ3.
- 3. TableJ1.
- 4. TableJ3.
- 5. FiguresJ1throughJ12(oneplot foreachscenarioconsidered).
- 6. TableJ4.Networkwideaverage speedalsoprovidedinTableJ3.
- c. Colorcodedroadwaymapsshouldbeprovidedforvarious times(i.e.,at2,4,6hrs.,etc.)duringafullEPZevacuation scenario,identifyingareaswherelongqueuesexist includinglevelofservice(LOS)EandLOSFconditions, iftheyoccur.
Yes Figures73through79 4.3EvacuationTimeEstimatesfortheGeneralPublic
- a. TheETEshouldincludethetimetoevacuate90%and 100%ofthetotalpermanentresidentandtransient population Yes Tables71,72
RiverBendStation N17 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments
- b. TheETEfor100%ofthegeneralpublicshouldincludeall membersofthegeneralpublic.Anyreductionsor truncateddatashouldbeexplained.
Yes Section5.4-truncatingsurveydatato eliminatestatisticaloutliers Table72-100thpercentileETEforgeneral public
- c. Tablesshouldbeprovidedforthe90and100percentETEs similartoTable43,ETEsforStagedEvacuationKeyhole, ofNUREG/CR7002.
Yes Tables73,74
- d. ETEsshouldbeprovidedforthe100percentevacuationof specialfacilities,transitdependent,andschool populations.
Yes Sections8.2,83,8.4,85,86 Tables84,87through88 Tables810through815 5.0OtherConsiderations 5.1DevelopmentofTrafficControlPlans
- a. Informationthatresponsibleauthoritieshaveapproved thetrafficcontrolplanusedintheanalysisshouldbe provided.
Yes Section9,AppendixG
- b. Adiscussionofadjustmentsoradditionstothetraffic controlplanthataffecttheETEshouldbeprovided.
Yes AppendixG 5.2EnhancementsinEvacuationTime
- a. Theresultsofassessmentsforimprovementofevacuation timeshouldbeprovided.
Yes AppendixM
- b. Astatementordiscussionregardingpresentationof enhancementstolocalauthoritiesshouldbeprovided.
Yes ResultsoftheETEstudywereformally presentedtolocalauthoritiesatthefinal projectmeeting.Recommended enhancementswerediscussed.
RiverBendStation N18 KLDEngineering,P.C.
EvacuationTimeEstimate Rev.1 NRCReviewCriteria CriterionAddressed inETEAnalysis Comments 5.3StateandLocalReview
- a. Alistofagenciescontactedandtheextentofinteraction withtheseagenciesshouldbediscussed.
Yes Table11
- b. Informationshouldbeprovidedonanyunresolvedissues thatmayaffecttheETE.
Yes Therearenounresolvedissues 5.4ReviewsandUpdates
- a. AdiscussionofwhenanupdatedETEanalysisisrequired tobeperformedandsubmittedtotheNRC.
Yes AppendixM,SectionM.3 5.5ReceptionCentersandCongregateCareCenter
- a. Amapofcongregatecarecentersandreceptioncenters shouldbeprovided.
Yes Figure101
- b. Ifreturntripsarerequired,assumptionsusedtoestimate returntimesforbusesshouldbeprovided.
Yes Section8.3discussesamultiwave evacuationprocedure.Figure81
- c. Itshouldbeclearlystatedifitisassumedthatpassengers areleftatthereceptioncenterandaretakenbyseparate busestothecongregatecarecenter.
Yes Section2.3-Assumption7h Section10
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