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<br />Table 7 <br /> <br />VOLUME/CAPACITY AtIALYSIS OF AlL CROSSINGS <br /> <br /> Bridge Candidiate No Build Build, Crossing Number <br /> 2000 02 03 3b 05 06 6b 07 08 10 11 <br />01 TH 101 1.5 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 <br />02 CR121/Armstrong Bl 0.4 <br />03 S Diamond Lk/Thurston 0.6 <br />3b S Diamond Lk Bypass 0.7 <br />04 TH 169 - Ferry St 2.1 1.9 1.7 1.6 1.6 1.8 , .9 2.0 2.1 2.1 <br />05 CR 103 - 7th Av 0.9 <br />06 CR 14 - Riesling 51 0.7 <br />07 Noble Av/Crooked Lk 0.7 <br />08 109th Av/Hanson 51 0.6 <br />09 TH 610 1.4 1.4 1.4 1.4 1.11 1.11 1.3 1.3 1.4 <br />10 85th Av - Osborn Rd 0.7 <br />11 73rd Av/H1ssissippi 1.9 <br />12 1-694 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 <br /> <br />Notes: Existing (1985) geomertry on TH 101, TH 169, TH 610. proposed geometry <br />with 6-lanes on 1-694. <br /> <br />Assume all river crossings to have 4-lane, undivided, partially <br />controlled access with left turns a,t major intersections. Capacity <br />approximates 1300 vph for major approach. Directional split at 60/40. <br /> <br /> <br />21 <br /> <br />3B <br /> <br />