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Pock Lane Residential Traffic Impact Study <br /> Table 9: Intersection Level of Service Analysis-Cumulative plus Project Conditions <br /> Cumulative Cumulative plus <br /> Intersection Intersection Peak Conditions Project Conditions <br /> Control Hour Average LOS2 Average LOS2 Change Signal <br /> MMMM& Delay Delay in Delay3 Warranted? <br /> 1 Mariposa Rd.&8th St. Signal AM 31.2 C 38.0 D 6.8 <br /> PM 46.1 D 62.5 E 16.4 <br /> Mitigation:optimize signal Signal AM 30.3 C -0.9 <br /> timing PM 53.6 D 7.5 <br /> 2 Pock Ln.&Mariposa Rd. Two-Way Stop AM 22.9 C 23.7 C 0.8 No <br /> PM 128.0 F 139.0 F 11.0 No <br /> Mitigation:add Two-Way AM 22.7 C -0.2 <br /> channelized NB RT lane Stop PM 119.2 F -8.8 <br /> 3 Pock Ln.&8th St. All-Way Stop AM 13.2 B 18.8 C 5.6 <br /> PM 12.5 B 17.0 C 4.5 <br /> 4 Pock Ln.&Carpenter Rd. All-Way Stop AM 14.4 B 15.5 C 1.1 <br /> PM 11.8 B 12.2 B 0.4 <br /> 5 Pock Ln.&Togninali Ln. All-Way Stop AM 15.6 C 16.1 C 0.5 <br /> PM 11.8 B 10.1 B -1.7 <br /> 6 Pock Ln.&Boeing Way All-Way Stop AM 35.8 E 38.9 E 3.1 <br /> PM 10.4 B 10.3 B -0.1 <br /> Mitigation:add WB RT All-Way Stop AM 24.6 C -11.2 <br /> lane PM 10.6 8 0.2 <br /> 7 Pock Ln.&Loomis Rd. Two-Way Stop AM 12.2 B 0.8 14.5 B <br /> PM 11.0 B 0.5 14.3 B <br /> 8 Pock Ln.&Street A Two Way Stop AM - - 12.0 B - <br /> PM - - 11.1 B - <br /> 9 Pock Ln.&Street F/I Two-Way Stop AM - - 11.6 B - <br /> PM - - 10.7 B - <br /> Notes:AM-morning peak hour, PM-evening peak hour,Weekend-Saturday noon peak hour, <br /> Bold indicates unacceptable operational conditions based on applicable jurisdictional standards.Red indicates significant impact. <br /> 1.Whole intersection weighted average control delay expressed in seconds per vehicle for signalized and all-way stop controlled <br /> intersections.Total control delay for the worst movement is presented for side-street stop-controlled intersections. <br /> 2.LOS= Level of Service <br /> J0( Page 133 <br /> TJKM <br />