AgdaPkt 2008-04-14 - Laserfiche WebLink

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Mr. Chu Chang March 7, 2008 Page 2 6.1E Page 4 10. Middlefield I Jefferson (New) II. Veterans I Jefferson (Hexagon) 12. Veterans I Main (New) 13. EI Camino I Roosevelt I Chestnut (New) 14. Farm Hill' Canada College' Woodhill (New) 15. McGarvey' Alameda (New) 16. Alameda' Woodside (Hexagon) 17. SB El Camino' WB Woodside' Redwood Ave. (New) 18. SB EI Camino' EB Woodside' Hazel Ave. (New) 19. NB EI Camino' EB Woodside' Laurel St. (New) 20. NB EI Camino' WB Woodside' Main (New) 21. Middlefleld' Woodside (Hexagon) 22. Broadway' Woodside I SB 101 Off (Hexagon) 23. Veterans' Woodside I 5B 101 On (Hexagon) 24. EB Woodside I NB 101 On-ramp (New) 25. WB Woodside I N B 101 Off-ramp (New) 26. Seaport I N B 101 Ramps (New) 27. Blomquist' Seaport (Hexagon) 28. Marsh' Florence (New) 29. US I 0 I Southbound Ramps' Marsh Road (Hexagon) 30. US I 0 I Northbound Ramps' Marsh Road (New) 31. Bayfront Expressway I Marsh Road' Haven Ave. (Hexagon) 32. EI Camino' Oakwood Drive (New) TJKM will also conduct new weekday daily traffic counts at 40 roadway segments. We will review the count locations with City staff before proceeding with new counts, and we can adjust locations, as needed, based on mutual agreement. TJKM will enter all of the existing data and counts into the Emme system and review these data. TKJM will check whether the counts are balanced and consistent or not, since these data will be used for the purpose of model calibration. TJKM will then calibrate the City's model to reflect the existing traffic conditions and counts, by refining the networks and their attributes, and reviewing the computed volumes at screenlines and City boundary lines. TJKM will use the FHWA's model validation and reasonableness checking manual as a guideline, in addition to model calibration procedures used in our projects. In addition, up to five special trip generators may be considered in the model. Special trip generators are significant land uses with trip generation characteristics that differ from the typical residential or commercial trip rates used in the C'CAG model. The vehicle trip rates will be based on the Trip Generation, 7th Edition, published by the Institute of Transportation Engineers (ITE). Based on the calibrated model, TJKM will forecast the future volumes for Year 2035, based on the land use projections by T AZ under the City's current General Plan, which the City will provide. We will review these volumes along with the growth rates they indicate for the area. Up to six additional alternatives, that is, six combinations of land use and network changes provided by City staff will be forecasted. A preliminary report will be provided for review and comment by City staff: we assume staff will provide one, unified set of comments. A final report will incorporate staff comments, and include detailed documentation of the model output. The following is a task outline and budget for developing the Redwood City traffic model.