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Roadway Level of Service Calculations-Existing AM Peak Hour <br /> ve o o um <br /> Number of Trafhc Gliange in en; djusted <br /> Semite Capacity Lanes Volume Volume Trucks Capacity <br /> SIR 132: U NN Road to t3ird Roaa-4 lane section <br /> EB WB EB WB EB WB EB WB EB WB <br /> ema rve <br /> Altemative 2 A A 0.06 0.20 2 2 202 700 14 14 <br /> Altemative 3 A A 0.06 0.20 2 2 202 700 14 14 <br /> No Project A A 0.05 0.19 2 2 188 686 0 0 <br /> wo ane sec ron m Ghnsman-176-5-d to P EUS D for All Alternatives <br /> bircl XOaOTO - -4 lane section 1079 <br /> EB WB EB WB EB WB EB WB EB WB <br /> AItema1-i%e--'I­- <br /> Altemathe 2 A A 0.06 0.21 2 2 214 750 20 0 <br /> Altemathe 3 A A 0.06 0.21 2 2 208 764 14 14 <br /> EEE No Project A A 0.05 0.21 2 2 194 750 0 0 <br /> o n o iu rg way ec ron <br /> EB WB EB WB EB WB EB WB EB WB <br /> fAltemathe <br /> Alternative 2 A A 0.05 0.19 2 2 170 686 20 0 <br /> Altemathe 3 A A 0.04 0.19 2 2 156 692 6 6 <br /> No Project A A 0.04 0.19 2 2 150 686 0 0 <br /> South or 1-5BU <br /> NB SS NB SB NB SB NB SB NB SB <br /> Alternative <br /> Alternative 2 A A 0.17 0.16 2 2 599 577 2 2 <br /> Altemative 3 A A 0.17 0.16 2 2 599 577 2 2 <br /> No Project A A 0.16 0.16 2 2 597 575 0 0 <br />! o vernalis Infercnange, o <br /> NB SB NB SB NB SB NB SB NB SB <br /> Altematiye <br /> Altemathe 2 A A 0.07 0.08 2 2 243 297 2 2 <br /> Altemative 3 A A 0.07 0.08 2 2 243 297 2 2 <br /> i No Project A A 0.07 0.08 2 2 241 295 0 . 0 <br /> WWI*Interchange to <br /> NB SB NB SS NB SB NB SB NB SB <br /> Altemative <br /> Alternative 2 A A 0.07 0.08 2 2 243 297 2 2 <br /> Altemati%e 3 A A 0.08 0.09 2 2 279 333 38 38 <br /> No Project A A 0.07 0.08 2 2 241 295 0 0 <br /> i o not <br /> NB SB NB SB NB SB NB SB NB SB <br /> 4 ema rye <br /> AltemalKe 2 A A 0.09 0.11 2 2 322 408 18 18 <br /> 4 Altemali%e 3 A A 0.09 0.11 2 2 322 408 18 18 <br /> 4 - No Project A A 0.06 0.11 2 2 304 390 .0 0 <br /> 0 0 <br /> 4 <br /> NB SB NB SB NB SB NB SB NB SB <br /> Altematne <br /> Alternative 2 A A 0.26 0.11 2 2 1,038 442 14 14 <br /> Altemathe 3 A A 0.26 0.11 2 2 1,038 442 14 14 <br /> F No Project A 'A 0.25 0.11 2 2 1,024 428 0 0 <br /> Source: Dowling Associates, Inc. <br /> Freeway Capacity Source: 1994 Highway Capacity Manual Freeway Highway <br /> Ideal Freeway Capacity= 2300(p. 3-9) VIC LOS V1C LOS <br /> Ideal Highway Capacity(55mph)= 2100(p.7-8) 0.304 A 0.310 A <br /> j 0.467 8 0.520 B <br /> i 0.715 C 0.720 C <br /> 0.876 D 0.860 D <br /> 1.000 E 1.D00 E <br /> k <br />