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F <br /> FRoadway Level of Service Calculations-2017 AM Peak Hour-With Vernalis Interchange <br /> ereo Volume[ Number o ---Traffic Changein Percent Adjusted <br /> FService Capacity Lanes Volume Volume Trucks Capacity Factor <br /> _ nsman Road to bird Roado <br /> —77150 1.32 <br /> EB WB EB WB EB WB EB WB EB WB <br /> em rre <br /> No Project A B 0.16 0.42 2 2 571 1,508 0 0 <br /> . wo ane section from Cffnsman RoaaTo PS LOS F for All Alternatives <br /> r oa o 0 I fou <br /> EB WB EB WB EB WB EB WB EB WB <br /> _ Altemativa <br /> No Project A B 0.16 0.42 2 2 566 1,504 0 0 <br /> STrT32—' F5To-End of Dimaeoig way ec ion <br /> EB WB EB WB EB WB EB WB EB WB <br /> t. Aftemative <br /> No Project A B 0.13 0.39 2 2 475 1,387 0 0 <br /> Souln of F5UU ad0 <br /> NB SB NB SB NB SB NB SB NB SB <br /> ema he <br /> No Project A A 0.30 0.30 2 2 1,073 1,073 0 0 <br /> r o vema is ITiterchaz 101 U 1.00 <br /> nge <br /> J NB SB NB SB NB SB NB SB NB SB <br /> Altemati%e <br /> No Project =A A 0.13 0.15 2 2 457 539 0 0 <br /> PY ema rs erc ange o 0 <br /> F NB SB NB SB NB SB NB SB NB SB <br /> Altemative <br /> No Project A A 0.25 0.27 2 2 901 962 0 0 <br /> rin 510 122 <br /> Z11/ <br /> o NB SB NB SB NB SB NB SB NB SB a <br /> Altemative <br /> No Project A A 0.16 0.23 2 2 572 815 0 0 <br /> Nonn o 0 <br /> NB Se NB SB NB SB NB SB NB SB <br /> ema rre <br /> No Project B A 0.44 0.23 2 2 1,758 934 0 0 <br /> " Note: Traffic.volumes are shown a passenger car equi%elents(1 gravel truck=2 cars). <br /> Source: Dowling Associates, Inc. <br /> Freeway Capacity Source: 1994 Highway Capacity Manual Freeway Highway <br /> - Ideal Freeway Capacity= 2300(p. 3-9) V/C 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 /> 0.715 C 0.720 C <br /> 0.876 D 0.860 O <br /> 1.000 E 1.000 E <br /> i F <br /> F <br />