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Table 9 - Evening Peak Hour Driving Examples <br /> <br />iear 2003 - Existing Conditions <br />ear 2025 - Alternative A <br />ear 2025 - Alternative B <br />ear 2025 - Alternative C <br /> <br /> PM Eastbound or No~hbound Dela¥in Seconds <br /> Route 1 Route 2 Route 3 Route 4 Route 5 <br />154 B 223 D 217 D 130 C 382 E <br />191 C 347 E 226 D 356 F 180 D <br />198 C 346 E 252 E 250 F 208 D <br />183 C 309 D 236 E 184 E 164 D <br /> <br />lear 2003 - Existing Conditions <br />ear 2025 - Alternative A <br />ear 2025 - Alternative B <br />ear 2025 - Alternative C <br /> <br /> PM Westbound or Southbound Dela¥in Seconds <br /> Route 1 Route 2 Route 3 Route 4 Route 5 <br />108 C 216 D 238 D 80 C 114 C <br />164 C 322 D 264 D 134 C 101 C <br />155 C 318 D 265 D 155 C 123 C <br />174 C 283 D 254 D 175 D 107 C <br /> <br />Drivers traveling westbound along Route 1 (Foothill Drive - Bernal Avenue) <br />experience about 1 minute and 48 seconds of delay in 2003. This delay increases <br />by 47 to 66 seconds in the Year 2025 (44% to 61% increase). Drivers traveling <br />eastbound along Route 1 experience about 2 minute and 34 seconds of delay in <br />2003. This delay increases by 29 to 44 seconds (19% to 29%) by the Year 2025. <br /> <br />Drivers traveling from Kamp Drive to the Stoneridge Mall or back home again in <br />the afternoon experienced about 3 minutes and 40 seconds of delay in 2003. This <br />delay is forecast to increase from 35% to 55 % by the Year 2025 in either direction. <br /> <br />The driving from Hansen Drive to the Commercial area on Pimlico Drive, or back <br />home again in the afternoon along Route 3 experiences about 5% to 15% more <br />delay in the Year 2025 as existed in 2003 (9 to 35 more seconds of delay). <br /> <br />Delays experienced along Route 4 in the afternoon just about double in the <br />southbound directions along the Neal Street - First Street - Sunol Boulevard <br />corridor by the Year 2025. The increase in northbound delays in 2025 vary <br />significantly with a 54 second increase with Alternative C, and a 3 minute and 46 <br />second delay increase with Alternative A (a 175% increase in delay). <br /> <br />Delays experienced along Route 5 in the afternoon decrease by 50% leaving the <br />City eastbound on Stanley Boulevard, and stay about the same, entering the City <br />westbound from Stanley Boulevard by the Year 2025. <br /> <br />Conclusion: Generally, the above tables show that there is no clear trend as to which <br />Alternative performs better in the Year 2025 for these selected routes since in some <br />cases there is less delay with Alternative C compared to the others, and in some cases <br />more delay. <br /> <br />27 <br /> <br /> <br />