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<br />.~ <br /> <br />.., <br /> <br />Dowling Ji_ssoc:iates, Ill1c. <br />Transportation Engineering <> Planning" Research <> Education <br /> <br />Table 3 <br />Intersection Levels of Service <br /> <br />~- <br />i <br /> <br /> Existing + Approved Existing + Approved <br /> (No Project) + Bernal Commercial <br /> INTERSECTION Traffic Control Delay' LOS Delay. LOS <br />1 Bernal @ Case AM Signal 35.2 D 35.2 D <br /> Bernal @ Case PM Signal 34.0 C 34.1 C <br />2 Bernal @ First I Sunal AM Signal 40.4 D 40.5 D <br /> Bernal @ First I Sunal PM Signal 37.1 D 37.4 D <br />3 Bernal @ 1~680 SB AM 1-wayStop NIA NIA NIA NIA <br /> Bernal @ '~680 SB PM 1-way NIA NIA NIA NIA <br />. Bernal ~ Kottinger AM 4-way NIA NIA NIA NIA <br /> Bernal Kottinger PM 4-way NIA NIA I. NIA NIA <br />5 Bernal @ MainSt AM 1-way Stop 2045.7 F 2042.2 F <br /> Bernal @ Main 8t PM 1-way 1088.4 F 1085.0 F <br />6 Bernal @ Valley AM Signal 44.2 D 44.2 0 <br /> Bernal @ Valley PM Signal 87.9 F 88.2 F <br />7 Bernal @ Vineyard (N) AM Signal 14.9 B 15.3 B <br /> Bernal ra; Vineyard (N) PM Signal 49.2 D 51.1 0 <br />. Bernal ~ VineyardfTawny AM Signal 22.5 C 22.7 C <br /> Bernal Vineyardff awnv PM Signal 27.7 C 28.8 C <br />. First @ KottingerlSpring AM Signal 91.1 F 91.8 F <br /> First @ KottingerlSprina PM Slonal 132.6 F 141.4 F <br />,. First @ Neal AM Signal 17.4 B 17.7 B <br /> First @ Neal PM Signal 36.7 D 38.4 0 <br />11 First @ Ray I Vineyard AM Signal 55.3 E 55.7 E <br /> First (@ Rav I Vinevard PM Signal 73.8 E 76.7 E <br />12 First ~ Stanley AM Signal 14.0 B 14.0 B <br /> First Stanley PM Signal 14.6 B 14.9 B <br />13 Hacienda @ Owens AM Signal 25.2 C 25.3 C <br /> Hacienda @ Owens PM Signal 47.1 0 47.2 D <br />" Hopyard ~ Black AM Signal 22.7 C 22.6 C <br /> Hopvard Black PM Signal 24.0 C 24.1 C <br />15 Hopyard @ Stoneridge AM Signal 55.9 E 56.1 E <br /> Hopyard ra; Stoneridge PM Signal 44.7 0 44.8 0 <br />16 Hopyard ~ Valley AM Signal 16.9 B 16.9 B <br /> Hopyard Vaney PM Signal 29.8 C 30.0 C <br />17 Hopyard ~ West Las positas AM Signal 25.0 C 25.0 C <br /> Hoovard West Las Positas PM Sinnal 61.7 E 62.0 E <br />1. Main ~~~ AM Signal 44.3 0 44.4 D <br /> Main PM Signal 453.2 F 452.5 F <br />,. Santa Rita @ Black AM Signal 38.7 0 38.7 D <br /> Santa Rita (@ Black PM Signal 19.2 B 19.2 B <br />20 Santa Rita @ Del Valle AM Signal 15.0 B 15.0 B <br /> Santa Rita @ Del Valle PM Signal 20.7 C 21.1 C <br />21 Santa Rita ~ Moh, AM Signal 36.4 0 36.5 0 <br /> Santa Rita Mohr PM Signal 22.2 C 22.3 C <br />22 Santa Rila ~ Slanley AM Signal 17.2 B 17.3 B <br /> Santa Rita Stanley PM Signal 18.4 B 18.5 B <br />23 Santa Rita @ Stoneridge AM Signal 56.1 E 58.3 E <br /> Santa Rita @ Stoneridae PM Slnnal 67.8 E 68.2 E <br />2' Santa Rita @ Valley AM Signal 39.4 D 39.6 0 <br /> Santa Rita ;a; Vallev PM Signal 58.6 E 59.6 E <br />25 Stanley @ Valley I Bernal AM Signal 106.8 F 107.6 F <br /> Stanley @ Valley I Bernal PM Sional 68.6 E 73.9 E <br />26 Valley ~ Blackbird AM Multi-Stop NtA NIA NIA NIA <br /> Valley Blackbird PM Multl-Stop NIA NIA NIA NIA <br />27 Valley @ Busch AM Signal 33.6 C 34.5 C <br /> Valley @ Busch PM Signal 15.9 B 16.3 B <br />2. Bernal ~ ~evada AM 2-waystop 0.8 A 1.0 A <br /> Bernal Nevada PM 2-waystop 14.2 B 493.3 F <br /> <br />.. <br />! <br /> <br />-r <br /> <br />- <br /> <br />- <br /> <br />I <br />~ I <br /> <br />- <br />, <br />, <br /> <br />, <br />, <br />, <br />-- <br /> <br />l <br />I <br />) <br /> <br />1 <br /> <br />..., <br />j <br /> <br />"l <br /> <br />*HCM control delay, as calculated by Synchro software. <br />"Net effect of project trips. Any decreases in delClY values with Ihe addition of the project reflects Ihe addition of volumes 10 non-cntical movements. <br />N/A _ not applicable. Too many lanes defined for HCM all-way stop calculations using Synchro. <br /> <br />..., <br />I <br />, <br /> <br />..1 <br /> <br />~,. <br /> <br />] <br /> <br />Traffic Analysis <br />Bernal Commercial Development, Pleasanton <br /> <br />Page 7 <br />