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Expected Forecasts <br /> <br /> Table 5-8 <br /> 201 0 Expected Forecast Analysis of Interchanges--l-680 <br /> (PM Peak Hour) <br /> <br />-- SB SB SB SB NB NB NB NB <br /> Location Off Diag Off Loop On Diag On Loop Off Diag Off Loop On Diag On Loop <br /> <br /> Livorna 625 14 46 386 <br /> Stone Valley 239 431 629 417 685 691 <br />' El Pintado 66 - 324 <br /> El Cerro 578 - 72 303 477 <br /> Diablo 458 - 652 737 303 <br /> Sycamore Valley 458 1.357 729 494 489 917 <br />_ Crow Canyon 2,196 ~ 521 316 1,345 1,591 1,256 <br /> Bollinger Canyon 1,396 309 1,212 1,270 1,749 248 <br /> Alcosta 432 146 233 1,761 - 377 <br /> Dublin Hook 359 613 - 138 - 733 - <br /> 1-680/I-580 266 2,624 2 1,184 1,114 461 1,244 2,179 ~ 919 <br /> Stoneridge 585 650 557 625 - 791 271 <br /> Las Positas 476 644 706 617 <br />' Bernal 1,763 225 292 1,315 <br /> Sunol 510 703 994 185 <br /> Route 84 14 429 246 1,201 2,956 ~ 0 21 0 <br /> <br />-- ~ Requires two-lane ramp. <br /> 2 Two-lane flyover. <br /> <br /> Note: Assumes capacity of 1,800 vph for diagonal ramp, 1,600 vph for loop ramp. <br /> Source: Barton-Aschman Associates, Inc., 1994. <br /> <br />-- Barton-Aschman Associates, Inc. 101 <br /> <br /> <br />