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Expected Forecasts -- <br /> <br /> Table 5-7 <br /> 2010 Expected Forecast Analysis of Interchanges 1-580 <br /> (PM Peak Hour) - <br /> <br /> WB WB WB WB N N N N <br /> Location Off Diag Off Loop On Diag On Loop Off Diag Off Loop On Diag On Loop -- <br /> <br /> Shaeffer Ranch 387 534 533 270 <br /> Palomares 92 130 1296 468 <br /> San Ramon/Foothill 388 627 875 769 340 875 1,441 336 <br /> Dougherty/Hopyard 1,601 727 1,243 1574 775 1,156 _ <br /> Hacienda 1,451 841 1,093 1768 1,287 671 <br /> Tassajara/Santa Rita 1,583 1,472 533 1231 1,439 515 <br /> Fallon/El Cerro 1,558 - 1.507 1231 969 -- <br /> Airway - 475 371 742 529 <br /> Isabel (Route 84) 1,244 - 924 1,353 2438 ~ 2,000 ~ 578 <br /> North Livermore 793 - 805 1,186 2580 ~ 150 192 ' <br /> First Street 667 - 167 610 1258 958 37 <br /> Vasco 40 93 1,295 1,622~ 1046 1549 518 - <br /> Greenville 576 27 514 93 - 663 59 <br /> <br /> ~ Requires two-lane ramp. <br /> <br /> Note: Assumes capacity of 1,800 vph for diagonal ramp; 1,600 vph for loop ramp. <br /> <br />Barton-Aschman Associates, Inc. 100 _ <br /> <br /> <br />