Travel Demand Model - OKI

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OKI/MVRPC Travel Demand Model – Version 6.0Table 5-7 External-Internal Trip Ends at External StationsZone No. Station NameGrowth Fraction of % Trip EndsRate EE Trips Adjustment (1995)2426 US 52 1.37 0.090 0 1,9922427 SR 756 1.37 0.004 0 9122428 sr 774 1.37 0.063 0 7182429 SR 125 1.37 0.011 0 5,5412430 Spring Grove Rd 1.37 0.067 0 8872431 Starling Rd 1.37 0.032 0 1,4272432 Old SR 32 1.37 0.007 0 2,9152433 SR 32 1.37 0.046 0 17,9342434 Dela Palma Rd 1.37 0.026 0 3,2402435 Jackson Pk 1.37 0.015 0 1,1022436 US 50 1.37 0.024 0 3,2902437 SR 131 1.37 0.007 0 2,4252438 Lucas Rd 1.48 0.280 0 5862439 SR 133 1.48 0.034 0 2,3122440 SR 28 1.48 0.030 0 6,4682441 SR 132 1.48 0.007 0 5892442 SR 350 1.48 0.031 0 9362443 US 22 1.48 0.041 0 1,7522444 Harveysburg Rd 1.48 0.256 0 5242445 Wilmington Rd 1.48 0.035 0 6302446 IR 71 1.54 0.136 0 22,5192447 SR 73 1.48 0.408 0 4,6532448 SR 122 1.41 0.020 0 3,1482449 SR 503 1.41 0.019 0 1,3362450 Wayne Trace Rd 1.41 0.000 0 3772451 SR 744 1.41 0.030 0 1,3562452 US 127 1.41 0.024 0 2,9722453 SR 177 1.41 0.018 0 1,1452454 SR 732 1.41 0.022 0 2,2322455 US 27 1.41 0.022 0 4,8832456 Contreras Rd 1.41 0.006 0 4962457 Fairfield Rd 1.41 0.010 0 1,2922458 Brookville Rd 1.41 0.000 0 7202459 Peoria-Reily Rd 1.41 0.011 0 3522460 SR 126 1.41 0.008 0 1,4452461 Okeana Drewsburg Rd 1.41 0.007 0 5362462 Carolina Trace Rd 1.44 0.057 0 5992463 US 52 1.44 0.076 0 4,8832464 SR 1 1.44 0.130 0 1,7722465 Peters Rd 1.44 0.600 0 8932466 IR 74 1.44 0.049 0 13,4702467 SR 46 1.44 0.204 0 2,5812468 N Dearborn Rd 1.44 0.021 0 1,2442469 SR 48 1.44 0.021 0 1,6952470 SR 350 1.44 0.115 0 4,0562471 Old SR 350 1.44 0.052 0 7112472 US 50 1.44 0.169 0 4,8232473 SR 62 1.44 0.258 0 4882474 SR 262 1.44 0.377 0 1,0472475 SR 56 1.44 0.134 0 12,2662476 US 42 1.54 0.032 0 2,8442477 IR 71 1.54 0.322 0 14,0272478 SR 16 1.54 0.063 0 1,6422479 SR 491 1.54 0.077 0 9342480 IR 75 1.54 0.223 0 23,820Trip Generation - Trip Generation 18
OKI/MVRPC Travel Demand Model – Version 6.0Table 5-7 External-Internal Trip Ends at External Stations (cont.)Zone No. Station NameGrowth Fraction of % Trip EndsRate EE Trips Adjustment (1995)2481 US 25 1.54 0.028 0.0 2,9712482 SR 17 1.54 0.049 0.0 1,4312483 SR 177 1.54 0.000 0.0 5702484 US 27 1.54 0.041 0.0 5,9772485 SR 154 1.54 0.033 0.0 9922486 SR 10 1.54 0.000 0.0 7482487 AA Highway 1.54 0.000 0.0 4732488 SR 8 1.54 0.040 0.0 5,4752489 SR 49 1.60 0.104 0.0 7,0682490 US 40 E 1.27 0.088 0.0 3,5392491 Bellefontaine Rd 1.48 0.000 0.0 6742492 SR 235 1.30 0.084 0.0 11,7842493 I 675 N 1.30 0.139 0.0 6,8482494 I 70 E 1.21 0.475 0.0 44,3612495 Lower Valley Pk 1.23 0.025 0.0 4,2072496 Medway Rd 1.49 0.005 0.0 1,7912497 Haddia Rd 1.49 0.013 0.0 1,4962498 Spangler Rd 1.78 0.083 0.0 3632499 Dayton-Springfield Rd 1.10 0.024 0.0 11,1862500 W Enon Rd 1.34 0.055 0.0 9862501 Polecat Rd 1.16 0.033 0.0 1,0482502 US 68 N 1.20 0.077 0.0 6,9562503 SR 72 N 1.35 0.111 0.0 3,5582504 US 42 N 1.68 0.110 0.0 9962505 Selma-Jamestown Rd 1.00 0.313 0.0 4322506 SR 734 1.55 0.055 0.0 7482507 US 35 E 0.37 0.154 0.0 3,5152508 SR 72 S 1.47 0.214 0.0 1,3622509 US 68 S 1.60 0.136 0.0 4,7012510 SR 380 1.43 0.064 0.0 1,8092511 SR 725 W 1.19 0.235 0.0 3,0972512 US 35 W 1.29 0.042 0.0 6,1092513 Lexington-Salem Rd 1.11 0.022 0.0 1,0732514 I 70 W 1.20 0.584 0.0 21,1302515 US 40 W 1.29 0.108 0.0 2,4522516 Baltimore-Phillispburg Pk 1.08 0.046 0.0 7652517 SR 571 W 1.62 0.576 0.0 1,7962518 US 36 W 1.45 0.172 0.0 4,5702519 SR 185 1.42 0.242 0.0 1,9162520 SR 48 N 1.38 0.342 0.0 1,4532521 SR 66 1.46 0.113 0.0 3,5832522 I 75 N 1.42 0.537 0.0 31,8182523 County Rd 25 A 1.26 0.136 0.0 1,9412524 SR 589 1.89 0.310 0.0 3972525 Old US 36 E 1.50 0.207 0.0 4,4062526 Old Troy Pike 1.70 0.085 0.0 3052527 SR 55 1.46 0.134 0.0 1,6392528 SR 41 1.57 0.103 0.0 2,0262529 SR 571 E 1.09 0.412 0.0 3,7562530 Scarff Rd 1.23 0.068 0.0 6582531 New US 35 East 7.98 0.207 0.0 400Trip Generation - Trip Generation 19
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APPENDIX F • TRAVEL DEMAND MODEL
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OKI/MVRPCTravel Demand ModelVersion
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Table of ContentsPart IPart IIPart
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OKI/MVRPC Travel Demand Model - Ver
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Table A.1 (cont.)Zone System Equiva
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Table A.2Zone System Equivalences -
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Table A.3Zone System Equivalences -
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Table B.1External Stations in the C
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Table B.1External Stations in the C
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Page 117 and 118: Appendix ASample EMME/2 Transit Lin
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Page 121 and 122: Index of TablesTable 2-1 Socio-Econ
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Table of Contents1. Background ....
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Index of FiguresFigure 2-1 Alternat
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NORTH-SOUTH TRANSPORTATION INITIATI
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Run # 63: Start with 7.17 estimatio
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Run # 67:Split parking cost from ot
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Run # 70a:Include zero-auto segment
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Run # 71c:Repeat #71a with zero aut
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Run # 71g:Repeat #71d with wait tim
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Run # 73:Include residential densit
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Run # 76:Nest: auto vs transitVaria
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Run # 79:Repeat #72 with zero autos
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Run # 80:Nest: auto vs. all othersV
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Run # 82:(071h) nested: auto vs tra
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Run #3VariableModeDrive Shared Ride
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Run #8VariableModeDrive Shared Ride
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Run #12 test: make aoc=10.5 instead
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Run #29VariableModeDrive Shared Rid
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Run #33VariableModeDrive Shared Rid
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Run #37vot constrained to $7.00Vari
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Run #30bSame as #30a, combine cost
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Run #140 (same as run #40)vot const
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Run #140b (same as run #40)vot cons
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Run #141avot constrained to $3.00 &
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Run #141cvot constrained to $3.00 &
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Run # 1:Base RunVariablesModesDA Sh
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Run # 5:Base Run with walk time set
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Part VITRIP ASSIGNMENT ANDVALIDATIO
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Index of TablesTable 2-1 Average Ve
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VOBFigure 4-8 Screenline Location -
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Table of Contents1. Introduction...
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Appendix FTravel Demand ModelingTec
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Table of Contents1. Introduction...
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2. Surveys and Other Datasets2.1 OK
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Table 2-1 OKI Home Interview Survey
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Table 1-4 On-Board Survey Data Dict
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2.3 External Station Survey - Conso
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2.4 External Cordon Survey - Consol
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2.5 External-External Trip Table fr
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2.20 Screenline Shape File - Screen
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