21 ATTACHMENT 4 - Laserfiche WebLink

r. 7. Springdale Avenue/Stoneridge Drive 8. Stoneridge Drive/Stoneridge Mall Road 9. Stoneridge Drive/I-680 SB Ramps 10. Stoneridge Drive/I-680 NB Ramps 11. Hopyard Road/Stoneridge Drive 12. Hacienda Drive/Stoneridge Drive 13. Santa Rita Road/Stoneridge Drive 14. Hopyard Road/I-580 WB Ramps 15. Hopyard Road/I-580 EB Ramps 16. Hopyard Road/Owens Drive 17. Hacienda Drive/I-580 WB Ramps 18. Hacienda Drive/I-580 EB Ramps 19. Hacienda Drive/Owens Drive 20. Tassajara Road/I-580 WB Ramps 21. Santa Rita Road/I-580 EB Ramps/Pimlico Drive 22. Santa Rita Road/Rosewood Drive 23. Santa Rita Road/Old Santa Rita Road/Pickens Lane 24. Santa Rita Road/Valley Avenue 25. Old Santa Rita Road/Rosewood Drive 26. Valley Avenue/Busch Road 27. Bernal Avenue/Valley Avenue/Stanley Boulevard 28. Stanley Boulevard/EI Charro Road 29. Sunol Boulevard/First Street/Bernal Avenue 30. Sunol BoulevardNalley Avenue/Junipero Street 31. Sunol Boulevard/I-680 NB Ramps 32. Sunol Boulevard/I-680 SB Ramps Operations of signalized intersections were evaluated using the methodology of the Transportation Research Board's Highway Capacity Manual 2000 Edition. The following scenarios were evaluated: • Existing Conditions—Existing volumes obtained from traffic counts and the existing roadway system configuration. Existing peak hour counts were collected during the weekday morning (7:00 to 9:00 AM) and weekday evening (4:00 to 6:00 PM) peak periods when local schools were in session. • Existing Conditions Plus Project— Existing volumes obtained from traffic counts and the existing roadway system configuration plus traffic that would be generated by the development of the housing element update sites/projects. Under this scenario,the proposed housing element land uses are added to the baseline travel demand model, replacing current uses if applicable,to estimate traffic volume changes at the study