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SR 06:182
City of Pleasanton
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SR 06:182
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Last modified
9/28/2006 4:49:46 PM
Creation date
9/14/2006 4:55:19 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
10/3/2006
DESTRUCT DATE
15 Y
DOCUMENT NO
SR 06:182
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<br />I' '1 <br /> Existing + I <br /> Approved (2010) I <br /> + PROJECT I <br /> Average De ay 1 <br /> Peak Proj Traffic per Vehicle <br />INTERSECTION Hour Trips Control in seconds <br />Mohr @ Kamp AM 23 2-way A 8 A 8 <br />Mohr @}Kamp PM 24 2-way A 8 A 8 <br />Owens @ Rosewood AM 0 Signal B 16 B 1'6 <br />Owens @ Rosewood PM 3 Signal B 14 B 14 <br />Santa Rita @ Black A,M 0 Signal 0 39 0 39 <br />Santa Rita @ _LBlack PM 3 Signal B 17 B 17 <br />Santa Rita @ Mohr AM 17 Signal 0 35 0 36 <br />Santa Rita @ Mohr PM 21 Signal C 22 C 22 <br /> L <br />Santa Rita @ Old Santa RI AM 0 Signal B 14 B 14 <br />Santa Rita @ Old Santa Ri PM 4 Signal B 14 B 14 <br />Santa Rita @ Rosewood AM 0 Signal A 6 A 6 <br />Santa Rita @ 1 Rosewood PM 3 Signal B 10 B 10 <br />Santa Rita @ Stone ridge AM 10 Signal 0 50 0 50 <br />Santa Rita @ Stoneridge PM 22 Signal E 59 E 59 <br />Santa Rita @ Valley AM 6 Signal 0 38 0 38 <br />Santa Rita @ Valley PM 8 Signal 0 54 0 55 <br />Santa Rita @ West Las P AM 2 Signal C 3.0 C 30 <br />Santa Rita @ West Las P PM 5 Signal C 26 C 26 <br />Stoneridge @ Kamp I Gard AM 11 Signal A 6 A 6 <br />Stoneridge @ Kamp I Gard PM 1 Signal A 5 A 5 <br />Stoneridge @ West Las P AM 0 Signal C 30 C 30 <br />Stoneridge @ West Las P PM 6 Signal C 29 C 29 <br />Valley @ Greenwood AM 3 Signal B 13 B 13 <br />Valley @ Greenwood PM 2 Signal B 14 B 14 <br />West Las P @ Owens AM 0 Signal B 16 B 16 <br />West Las P @ Owens PM 4 Signal B 12 B 12 <br />Levcl of Service is a qualitative indication of the level of delay and congcstion <br />experienced by motorists using an intersection. Levels of service are dcsignatcd by the <br />letters A through F, with A being the best conditions and F being thc worst (in tcrms of <br />congestion and delay). The City of Plcasanton has cstablished that a development project <br />has a significant impact whcn it contributes traffic to an LOS E or F intersection. <br />Impacts <br />The results from the Synchro model analyses indicatc that thc following intcrsection <br />operatcs unacccptably (LOS E or F) under Existing+Approved conditions: <br /> <br /> <br />Santa Rita (a) Stoncridgc in thc PM peak hour. The total vehicle delay is 59 seconds <br />and operates at a level of service E. The project adds 22 PM trips to this intersection and <br />requires mitigation to obtain the minimum acceptable Level of Service D. <br />
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