Laserfiche WebLink
5.12 TRAFFIC AND TRANSPORTATION <br /> TABLE 5.12-2 <br /> Existing Roadway Se ment LOS Analysis Summar <br /> Daily <br /> Year Demand <br /> ADT Original Adjusted with Minimum <br /> Number was Daily Daily Truck Daily Truck Daily Acceptable <br /> Roadway Segment Between And Divided of Lanes Counted Demand Demand Percentage Capacity PCE=1.5 WC LOS LOS <br /> SR 4 Hillcrest Junction Divided 4 2006 38,000 38,000 5% 80,000 39,021 0.49 A C <br /> Avenue, SR 160 <br /> Antioch <br /> SR 12 Junction SR Junction 1-5 Undivided 2 2006 22,200 22,200 14% 40,000 23,743 0.59 A C <br /> 160 <br /> SR 12 Junction 1-5 Thornton Divided 4 2006 17,200 17,200 15% 80,000 18,516 0.23 A C <br /> Road <br /> SR 12 Thornton Road Lower Undivided 2 2006 15,200 15,200 9% 40,000 15,877 0.40 A C <br /> Sacramento <br /> Road <br /> Freeway SR 160 Junction SR 4 Contra Costa/ Divided 2 2006 16,000 16,000 13% 40,000 17,049 0.43 A C <br /> Segments Sacramento <br /> County Line <br /> SR 160 Contra Costa/ Junction Undivided 2 2006 15,000 15,000 9% 40,000 15,698 0.39 A C <br /> Sacramento Route 12 <br /> County Line <br /> 1-5 Hammer Lane, Eight Mile Divided 6 2006 95,000 95,000 23% 120,000 105,735 0.88 D' C <br /> Stockton Road <br /> 1-5 Eight Mile Junction Divided 6 2006 77,000 77,000 16% 120,000 83,311 0.69 B C <br /> Road Route 12 <br /> 1-5 Junction Route Peltier Road Divided 6 2006 64,000 64,000 16% 120,000 69,034 0.58 A C <br /> 12 <br /> *Segment operates at an unacceptable LOS. <br /> N/A= Not Available <br /> 5.12-10 SAC/371322/082380003(LEC_5.12_TRAFFIC_AND_TRANSPORTATION.DOC) <br />