Travel Demand Model - OKI

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OKI/MVRPC Travel Demand Model – Version 6.0The following are all the modifications to the MVRPC network performed during the modelvalidation phase, by either PB or MVRPC, as indicated.7.1 Modifications undertaken by PB1. Free-flow speed on all Minor Collectors: 35 mph.2. Free-flow speed on all Local Roads: 30 mph.3. Maximum free-flow speed on Major Collectors (SCC 11 & Adm.Class 4, Major Roads withsparse intersection spacing) : 50 mph.4. Maximum free-flow speed on Major Collectors (SCC 11 & Adm.Class 5 and SCC 21 andAdm.Class 4, Minor Roads and Major Roads with dense intersection spacing): 45 mph.5. Maximum free-flow speed on all Major Arterials: 55 mph.6. Minimum free-flow speed on Expressways: 57 mph.7. Free-flow speed on I-675: 67 mph.8. Free-flow speed on I-75 south of Dayton downtown: 60 mph.9. Airway Rd. reclassified as Minor Arterial.10. Frederick Pike reclassified as Minor Arterial.11. Monument Ave. reclassified as Major Arterial.12. Second Ave. reclassified as Minor Arterial.13. Olive Rd. reclassified as Minor Arterial.14. Alexanderville Rd. reclassified as Minor Arterial (two links were originally classified asMajor Collector while the rest were Major Arterials).15. Smithville Rd. reclassified as Major Arterial.16. Main Street in downtown Xenia reclassified as a Minor Arterial.17. Free-flow speed on US 35: 65 mph.18. Free-flow speed on Salem Ave from Dayton downtown to I-70 standardized to 35 mph.19. Free-flow speed on Main Street from Dayton downtown to I-70 standardized to 35 mph.20. Free-flow speed on James McGee Blvd. standardized to 35 mph.21. Free-flow speed on Mike Schmidt Pkwy. standardized to 40 mph.22. Free-flow speed on Springboro Pike between I-75/I-675 interchange and I-75standardized to 45 mph.23. Free-flow speed on SR 725 east of Miamisburg standardized to 45 mph.24. Free-flow speed on Needmore Rd. standardized to 35 mph.25. Free-flow speed on Woodman Dr. standardized to 40 mph.26. Free-flow speed on Patterson Rd. standardized to 35 mph.27. Free-flow speed on Union School House Rd. (Huber Heights) increased to 35 mph).28. Bath Rd. (Huber Heights) reclassified as Minor Collector.29. Free-flow speed on Broad Street (Fairborn) increased to 45 mph.Assignment and Validation - Appendix B 32
OKI/MVRPC Travel Demand Model – Version 6.07.2 Modifications undertaken by MVRPC1. Network wide speed consistency check changes, for example:2. Eliminate sharp decreases/increases in speed limits for short distances.3. Increase speed in major and minor arterials to 35 mph unless a road passes through adowntown area other than downtown Dayton.4. Discrete changes to collector speeds based on local road knowledge.5. Correct centroid connectors with distance coded as 1. (This was causing a problem fortraffic in/out of W.P.A.F.B. at TAZ 2139).6. Count Check. Approximately 8 % of counts were changed. Major changes occurredaround: I-675/SR 844; I-75 through downtown (changed to match counts used onDowntown Dayton Subcorridor Study); I-70; and I-75/I-675.7. Centroid connector changes at TAZs 1949, 2141, 1925, 1934, 1933, 1924, 1851, 1852,1951, 1836, 1969, 1963, 1961, 1960, 2032.8. Change selected major roads in dense urban areas from SCC=11 to SCC=22 decreasingcapacity from 1350 vphpl to 930 vphpl. Reason no left turn lanes, narrow lanes, andheavy bus traffic on the following roads.a. Salem Av. from Shiloh Springs Road to Downtown.b. Main Street from Needmore Road to Patterson Roadc. Wayne Avenue from Fifth Street to Patterson Road.9. Added TAZs 1610, 1612, 1613, 1657, 1670, 1792, 1799, 1803, 1804, 1806, 1810, and2119 to downtown area type (1). Re-coded capacities and speed capacity codes ofstreets that are within these TAZs according to OKI speed capacity table major road inCBD category (490 vphpl).10. Changed counts in US 35 between I-75 and Smithville Road based on new 2001 ODOTcounts.11. Lowered speed in Stanley Avenue from 40 to 35 mph between I-75 and First Street.12. Decreased the speed of all non freeway to freeway ramps to 25 mph within the MVRPCregion.Assignment and Validation - Appendix B 33
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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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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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