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�1 <br /> 0 <br /> €Roadway Level of Service Calculations-2017 AM Peak Hour-No Vernalis Interchange <br /> Levelof VolumejNumber o rarlic Change in Percent Adjustedr <br /> Service Capacity Lanes Volume Volume Trucks Capacity Factor <br /> '97R 132. nsman Road o r Road 18% <br /> ��. EB WB EB WB E13 WB EB WB EB WB <br /> ema rue <br /> Alternative 2 A B 0.16 0.43 2 2 581 1,522 14 14 <br /> j`No Project A B 0.16 0.42 2 2 567 1,508 0 0 <br /> Two lann--acton from Chn,man oa o r X 1 Aff em-51=s <br /> r as o 1-5 <br /> Jf: EB WB EB WB E$ WB EB ' W$ EB WB <br /> rAltemative <br /> 'IAltemative 2 A B 0.22 0.48 2 2 780 1,713 20 0 <br /> f No Project A B 0.21 0.48 2 2 760 1,713 0 0 j <br /> to tnu OT Umaeaig way Section J <br /> I1 ES WB EB WB EB WB EB WB EB WB <br /> ..Alternative <br /> 'ARemative 2 A B 0.19 0.45 2 2 690 1,610 20 0 <br /> --.tNo Project A B 0.19 0.45 2 2 670 1,610 0 0 <br /> : bouln of I-DOU <br /> I� NB SB NB SB NB SB NB SB NB SB <br /> 'Xiternatne <br /> -Akemative 2 A A 0.30 0.30 2 2 1,075 1,075 2 2 <br /> No Project A A 0.30 0.30 2 2 1,073 1,073 0 0 <br /> 0 vernalis Interc ange <br /> II. NB SB NB SB NB SB NB SB NB SB <br /> Alternative <br /> :Altemative 2 A A 0.13 0.15 2 2 459 542 2 2 <br /> No Project A A 0.13 0.15 2 2 457 540 0 0 <br /> IIvernalis n ero ange o <br /> , NB SB NB SB NB SB NB SB NB SB <br /> Alternative <br /> Alternative 2 A A 0.13 0.15 2 2 459 542 2 2 <br /> No Project A A 0.13 0.15 2 2 457 540 0 0 <br /> :!INorth 0 <br /> NB SB NB SB NB SB NB SB NB SB <br /> Alternative <br /> Alternative 2 A A 0.21 0.23 2 2 746 833 18 18 <br /> No Project A A 0.20 0.23 2 2 728 815 0 0 <br /> 0 0 <br /> 1' NB SB NB SB NB SB N8 Se NB SB <br /> Alternative <br /> Alternative 2 B A 0.44 0.23 2 2 1,782 948 14 14 <br /> No Project B A 0.44 0.23 2 2 1,768 934 0 0 i <br /> Note: Traffic volumes are shown as passenger car equivalents(1 gravel truck=2 cars). <br /> ILl1 <br /> 1. <br /> Source: Downing Associates, Inc. <br /> Freeway Capacity Source: 1994 Highway Capacity Manual Freeway Highway <br /> Ideal Freeway Capacity= 2300(p. 3-9) VIC LOS V/C LOS <br /> Ideal Highway Capacity(55mph)= 2100(p. 7-8) 0.304 A 0.310 A <br /> 0.487 B 0.520 B <br /> 0.716 C 0.720 C <br /> 0.876 D 0.860 D <br /> 1.000 E 1.000 E <br /> i.� <br />