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<br />. <br /> <br />Dowling Associates, lilllc. ~. . <br />Transportation Engineering. Planning" Research" Education <br /> <br />._~ ~-_. <br /> <br /><~~ <br /> <br />(11) First & RayNineyard (Signal) <br /> <br />(12) First & Stanley (Signal) <br /> <br />(13) Hacienda & Owens (Signal) <br /> <br />(14) Hopyard & Black (Signal) <br /> <br />(15) Hopyard & Stoneridge (Signal) <br /> <br />(16) Hopyard & Valley (Signal) <br />(17) Hopyard & W. Las Positas (Signal) <br />(18) Main & Ray (Signal) <br />(19) Santa Rita & Black (Signal) <br />(20) Santa Rita & Del Valle (Signal) <br /> <br />J <br /> <br />j <br /> <br />(21) Santa Rita & Mohr (Signal) <br />(22) Santa Rita & Stanley (Signal) <br /> <br />(23) Santa Rita & Stoneridge (Signal) <br /> <br />(24) Santa Rita & Valley (Signal) <br /> <br />(25) Stanley & BernalNalley (Signal) <br /> <br />(26) Valley & Blackbird (All-way Stop) <br /> <br />(27) Valley & Busch (Signal) <br /> <br />(28) Bernal & Nevada (formerly Del Valle Parkway) (Stop) <br /> <br />These traffic volumes, shown in the Appendix (Table A-I), were used to perform the traffic <br />operations analysis at these intersections. <br /> <br />Existing+AlPlProved levels of Serrvice <br /> <br />Level of Service is a qualitative indication of the level of delay and congestion experienced by <br />motorists using an intersection. Levels of service are designated by the letters A through F, with <br />A being the best conditions and F being the worst (in terms of congestion and delay). LOS A, B, <br />C and D are considered to have congestion levels in the acceptable range, while LOS E and F are <br />considered unacceptable. <br /> <br />Traffic Analysis <br />Bernal Commercial Development, Pleasanton <br /> <br />Page 4 <br />