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Dowling Associates, Inc. 1 ~,~ <br />Transportation Engineering •Planniny• Research• Education <br />Table 3 <br />Intersections Levels of Service <br /> Approved Conditions - <br />No Project Approved Conditions - <br />Plus Project <br /> Intersection Traffic Control Time Delay LOS Delay LOS <br />1 B <br />l Q /Old B <br />l <br />C Si <br />nal AM 35.2 D 35.3 D <br /> erna ase <br />erna g PM' 34.0 C 34? C <br />2 Bernal @ Fi <br />t / S <br />n <br />l Si <br />nal AM 40.4 D 40.9 D <br /> rs <br />u <br />o g P1vI - 37.1 D 37.5 D <br />3 Bernal Q H <br />t 1-Wa <br />Sto AM 4.0 .4 4.1 :1 <br /> ears y <br />p ~'M' 27.9 17 29.0 1) <br />4 Bernal Q I <br />680 SB ( <br />& <br />ff <br />) 1-Wa <br />Sto '°'M X9999 l »999 I' <br /> - <br />on <br />o <br />ramps y <br />p `PM 5753.: 1' 513:i.4 F <br />5 Bernal Q K <br />tti All-Wa <br />Sto AM 17.2 B 11.3 B <br /> o <br />nger y <br />p ''PM= 23.1. [~ 2r,.3 1? <br />6 B <br />l Q M <br />i <br />St 1-Wa <br />Sto AM 2015.7 F 2o4us 1• <br /> erna a <br />n y <br />p ~~PM" 1oxe.a 1' lns7.o r- <br />7 n <br />l <br />B Q N <br />d 1-Wa <br />Sto AM 0.8 :1 O.A A <br /> er <br />a eva <br />a y <br />p =PM: l.t.z F3 1•I.s B <br />8 Bernal Q lit <br />h St 1-Way Stop / AM 1.' .~ 16.7 B <br /> a Signal PM 3.•[ A 15.9 B <br />9 B <br />l Q V <br />ll Si <br />nal AM 44.2 D 44.3 D <br /> erna a <br />ey g ;PM>- 87.9 F 88.4 F <br />10 B <br />l Q Vi <br />d <br />N Si <br />nal AM 14.9 B 16.4 B <br /> erna neyar <br />( <br />) g `PiVI'` 49.2 D 55.6 E <br />11 B <br />l Q Vi <br />d /T Si <br />nal AM 22.5 C 23.1 C <br /> erna neyar <br />awny g r PM` ` 27.7 C 30.7 C <br />12 Fi <br />t Q li <br />tti <br />/S <br />i Si <br />nal AM 91.1 F 93.2 F <br /> rs o <br />nger <br />ng <br />pr g `'PM'' 132.6 F 136.4 F <br />13 Fir <br />t Q R <br />/Vi <br />d nal <br />Si AM 55.3 E 56.9 E <br /> s ay <br />neyar g 'PM` 73.8 E 77.6 E <br />14 Fi <br />t Q St <br />l Si <br />nal AM 14.0 B 14.0 B <br /> rs an <br />ey g PM' 14.6 B 14.8 B <br />15 Foothill Q W <br />C Si <br />nal `~M 24.9 C 24.9 C <br /> anyon <br />ay g Pjyl 46.8 D 46.8 D <br />16 i <br />H <br />d Q I <br />580 EB <br />& <br />ff Si <br />nal '~`M 43.3 D 43.7 D <br /> ac <br />en <br />a . <br />(on <br />o <br />ramps) g PM 10.1 B lo.l B <br />17 H <br />i <br />d Q O Si <br />nal AM 25.2 C 253 C <br /> ac <br />en <br />a wens g PM 47.1 D 47.1 D <br />18 d <br />H Q l V <br />D <br />ll All-Wa <br />Sto AM J4.1 li '14.2 14 <br /> opyar e <br />e <br />a y <br />p PM 62.; h 6t.a r• <br />19 H <br />d @ I <br />580 EB <br />& <br />ff <br />) Si <br />nal AM 43.1 D 43.2 D <br /> opyar - <br />(on <br />o <br />ramps g FPM' 69.4 E 69.5 E <br />20 H <br />d Q O Si <br />nal AM 41.9 D 41.9 D <br /> opyar wens g P1v1 162.5 F 162.6 F <br />21 H <br />d Q St <br />id Si <br />nal AM 55.9 E 56.0 E <br /> opyar oner <br />ge g <'PM 44.7 D 44.8 D <br />22 H <br />d O ~'i' <br />t L <br />P <br />it Si <br />nal AM 25.0 C 25.0 C <br /> opyar es <br />as <br />os <br />as g Pb4 61.7 E 61.8 E <br />23 :M <br />i Q R Si <br />nal AI~1 44.3 D 45.1 D <br /> a <br />n ay g PM 453.2 F 457.3 F <br />24 i <br />I.l Q St J <br />h Si <br />nal AM 30.5 C 31.8 C <br /> a <br />n o <br />n g PM 445.0 F 444.5 F <br />25 94 <br />i Q St M <br />- All-Wa <br />Sto AIb1 1'i''U [ 130.° F <br /> n <br />a ary y <br />p PM 90.i~ r- '~0.4 F <br />T~~aff e Analysis Page 9 <br />Horne Depot Shopping Center, Pleasanton <br />