Travel Demand Model - OKI

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OKI/MVRPC Travel Demand Model – Version 6.0Cutline Street Name A Node B Node Observed Estimated No Count % Error102 STATE ROUTE 129 7206 7657 11096 3862 0 -64%102 GRAND AVE 3484 7750 4497 3252 0 -27%102 TYLERSVILLE 7207 7778 6696 16631 0 137%102 SYMMES 7659 7660 13495 4682 0 -65%103 BLACK ST 3653 7628 13596 9012 0 -34%103 SR 129 HIGH ST 3656 7674 32997 36457 0 10%103 SR 128 COLUMBIA 7639 7731 29850 27822 0 -7%104 STATE ROUTE 63 3425 6955 19695 15841 0 -19%104 KYLES STATION 7160 7161 1797 570 0 -67%104 STATE ROUTE 129 7124 7829 4697 1751 0 -62%104 HANILTON MASON RD 7825 7826 6197 1124 0 -83%104 TYLERSVILLE 7054 7827 14497 15656 0 10%104 BECKETT RD 7069 7404 2551 3130 0 19%104 RIALTO RD 7047 7052 5793 4359 0 -24%104 MUHLHAUSER 7451 7563 4897 11224 0 134%105 GREENTREE 6926 6927 2498 1776 0 -27%105 STATE ROUTE 63 6930 6931 9892 8901 0 -9%105 HAMILTON RD 6206 7164 1298 524 0 -59%105 BETHANY 3253 7167 2297 4415 0 91%105 TYLERSVILLE 3248 7070 20396 17481 0 -15%106 STATE ROUTE 73 6857 6860 30999 21792 0 -30%106 STATE ROUTE 123 6313 6923 14997 9772 0 -35%106 MANCHESTER 4994 11355 698 233 0 -69%106 STATE ROUTE 122 6925 7180 11197 7958 0 -30%107 JACKSONBURG 3421 6965 1296 1967 0 46%107 US 127 6968 7798 5096 6718 0 32%107 EATON 6974 6975 4697 2677 0 -43%107 STATE ROUTE 177 6978 6979 5696 6320 0 10%107 STATE ROUTE 130 6980 7194 5496 8243 0 51%107 US 27 6981 7196 6196 9963 0 59%107 REILY MILLVILLE 6988 11258 992 799 0 -21%107 STATE ROUTE 129 6989 7000 2192 2488 0 16%108 EIGHT MILE RD 6615 6644 7097 2178 0 -70%108 MT CARMEL-TOBASCO 6672 6714 16592 9886 0 -40%108 I-275 8903 10806 36397 31421 0 -13%108 I-275 10809 8902 36397 32379 0 -11%108 GLENESTE-WTHMSVILLE 6525 7851 10051 13249 0 33%109 MT CARMEL RD 3219 6611 4897 5107 0 4%109 BEECHWOOD RD 3219 10093 3292 5619 0 71%109 I-275 10846 8901 36997 30991 0 -16%109 I-275 8900 10800 36997 31540 0 -14%109 TEALTOWN RD 3914 10239 5297 1563 0 -71%110 I-275 8956 10836 38051 40287 0 6%110 I-275 10835 8957 38051 39332 0 4%110 STATE ROUTE 28 6178 6199 38051 44807 0 18%110 STATE ROUTE 131 3877 6719 13750 12985 0 -6%111 CLOUGH PK 3222 6672 11096 7181 0 -35%111 STATE ROUTE 125 3223 6738 35597 31113 0 -13%111 I-275 8907 8909 28297 26114 0 -8%111 I-275 8908 8906 28297 25776 0 -8%112 US-42 3960 10175 3293 3085 0 -6%112 I-71 11097 9500 12398 12867 0 4%112 I-71 9501 11023 12398 13036 0 5%112 SR 16 & SR 491 3842 3961 1696 1644 0 -3%113 I-75 11040 9740 22796 18148 0 -20%Assignment and Validation - Appendix C 44
OKI/MVRPC Travel Demand Model – Version 6.0Cutline Street Name A Node B Node Observed Estimated No Count % Error113 I-75 9740 11096 22796 19229 0 -16%113 US 25 3856 3963 3997 3482 0 -13%113 SR 17 3964 10214 1497 1623 0 8%113 SR 177 3910 3965 696 635 0 -9%114 US 27 10230 10231 6797 7467 0 10%114 SR 154 3988 10235 1198 1021 0 -15%114 SR 1121 3990 10268 199 6621 0 3228%114 SR 8 3969 10261 798 6 0 -99%114 IVOR RD 4167 4169 499 644 0 29%114 AA HWY / SR 10 4166 4167 4251 1396 0 -67%115 US 52 6690 10681 2297 2787 0 21%115 SR 756 & SR 774 6684 10679 997 1092 0 9%115 SR 125 & SPRING GROVE 6682 10666 6396 6548 0 2%115 STARLING RD 6661 6665 1796 1548 0 -14%115 OLD SR 32 6369 6653 3296 3196 0 -3%115 SR 32 6373 6381 8096 10678 0 32%115 SR 32 6381 4158 8096 10145 0 25%115 US 50 6604 10637 4296 3665 0 -15%115 SR 131 6561 6586 3196 2581 0 -19%116 SR 133 3217 6572 3194 2416 0 -24%116 SR 28 3216 6779 5997 5073 0 -16%116 SR 132 4948 7114 897 634 0 -29%116 SR 123 6779 10301 1996 2156 0 8%116 US 22 & SR-350 7112 7244 1697 1960 0 16%116 WILMINGTON RD 7105 10768 594 671 0 13%116 I-71 8940 9444 16297 18374 0 13%116 I-71 9445 8940 16297 18589 0 15%116 SR 73 7107 11432 5550 6834 0 24%117 US 42 10114 10115 4297 3663 0 -14%117 LYTLE 6870 16491 1754 6321 0 261%117 SR 48 16487 16488 6620 6251 0 -5%117 SR 741 4947 16446 18890 7994 0 -58%117 I-75 9429 14698 39973 40554 0 2%117 I-75 14697 9428 39973 38598 0 -3%117 CLEARCREEK & FRANKLIN 4946 13429 3326 1383 0 -60%117 DIXIE HWY 4945 6844 5551 5027 0 -9%117 DAYTON OXFORD RD 16250 16254 3410 1899 0 -46%117 NORTHERN RD 7189 16248 886 2625 0 191%117 SR 123 16220 16221 4130 6216 0 51%118 SR 4 16218 16226 5960 9460 0 58%118 MIDDLETOWN-GERMANTOWN 16227 16217 994 1266 0 30%118 W. ALEX. & ELKCREEK 6829 6868 1094 830 0 -24%118 SR 122 6826 6827 3796 3065 0 -19%118 JACKSONBURG 6824 6826 692 813 0 17%118 SR 503 6816 6825 2050 2846 0 40%118 WAYNE TRACE RD 6815 6823 951 433 0 -54%118 SR 744 6812 6822 2096 1431 0 -32%118 US 127 6811 6818 3694 3900 0 6%118 SR 177 6810 6977 1650 1200 0 -27%118 SR 732 6882 11831 2450 2322 0 -5%118 US 27 6984 7191 3896 5323 0 37%119 FAIFIELD & CONTRERAS 6801 6990 1697 1352 0 -20%119 BROOKVILLE RD 6802 7001 897 753 0 -16%119 PEORIA REILY & SPR. 7002 11433 1051 366 0 -65%119 SR 126 6750 6752 1096 872 0 -21%Assignment and Validation - Appendix C 45
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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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User Documentation forAutomated Acc
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[Transit Format][New Link Attribute
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distance for each centroid or node.
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Figure 1Example Control File for th
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LinkType = 99VolumeDelay = 99Lanes
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NetworkScale = 1.0 Scale factor to
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Figure 4Example Output from DRVLINK
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Appendix ASample EMME/2 Transit Lin
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Appendix FTravel Demand ModelingTec
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Index of TablesTable 2-1 Socio-Econ
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Index of TablesTable 2-1 Trip Lengt
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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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Page 391 and 392: Table of Contents1. Introduction...
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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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