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Pock Lane Residential Traffic Impact Study <br /> Table 8: Intersection Level of Service Analysis-Cumulative Conditions <br /> Cumulative <br /> ID Intersection Intersection Peak Conditions <br /> LControl Hour Average 2 <br /> Delay' LOS <br /> 1 Mariposa Rd.&8th St. Signal AM 31.2 CPM 46.1 D <br /> 2 Pock Ln.&Mariposa Rd. Two-Way Stop AM 22.9 CPM 128.0 F <br /> 3 Pock Ln.&8th St. All-Way Stop AM 13.2 BPM 12.5 B <br /> 4 Pock Ln.&Carpenter Rd. All-Way Stop AM 14.4 BPM 11.8 B <br /> 5 Pock Ln.&Togninali Ln. All-Way Stop AM 15.6 C <br /> PM 11.8 B <br /> 6 Pock Ln.&Boeing Way All-Way Stop AM 35.8 E <br /> PM 10.4 B <br /> 7 Pock Ln.&Loomis Rd. One-Way Stop AM 12.2 BPM 11.0 B <br /> 8 Pock Ln.&Street A Two-Way Stop AM - - <br /> PM - - <br /> 9 Pock Ln.&Street F/I Two-Way Stop AM - - <br /> PM - - <br /> Notes: <br /> AM—morning peak hour,PM—evening peak hour <br /> 1. Whole intersection weighted average control delay expressed in seconds per vehicle for signalized and all-way stop <br /> controlled intersections.Total control delay for the worst movement is presented for side-street stop—controlled intersections. <br /> 2.LOS= Level of Service <br /> *CMP intersections with LOS E threshold <br /> Bold indicates unacceptable operational conditions based on applicable jurisdictional standards. <br /> J0( Page 130 <br /> TJKM <br />