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MOVEMENT SUMMARY MOVEMENT SUMMARY <br />® Site: 1 [AM Existing] ® Site: 1[PM Existing] <br />EI Camino Real/Redwood Avenue -Main Street EI Camino Real/Redwood Avenue -Main Street <br />AM Peak Hour Existing Conditions PM Peak Hour Existing Conditions <br />Roundabout Roundabout <br />3 L2 52 2.0 <br />0 697 13.6 <br />LOS B <br />5.6 <br />145.2 <br />0.40 <br />020 <br />15.0 <br />3 L2 50 2.0 <br />1.003 472 LOS F <br />500 <br />1298.7 <br />1.00 <br />8 T1 1085 5.0 <br />0.697 13.5 <br />LOS B <br />5.8 <br />148.3 <br />0.400.2 <br />14.5 <br />8 T1 1520 5.0 <br />1.003 47.1 LOS F <br />50.8 <br />1303.4 <br />1.00 <br />18 R2 460 2.0 <br />0.697 13.4 <br />LOS B <br />5.8 <br />148.3 <br />0.41 <br />0.20 <br />11.6 <br />18 R2 687 2.0 <br />1.003 46.8 LOS F <br />50.8 <br />1303.4 <br />1.00 <br />Approach 1598 40 <br />0.697 135 <br />LOS B <br />5.8 <br />148.3 <br />0.40 <br />0.20 <br />13.8 <br />Approach 2257 40 <br />1.003 470 LOS D <br />50.8 <br />1303.4 <br />1.00 <br />North: SB EI Camino Real <br />North: SB EI Camino Real <br />7 L2 20 20 <br />0.797 180 <br />LOS B <br />80 <br />207.0 <br />0.42 <br />019 <br />11.7 <br />7 L2 20 2.0 <br />0 740 15.1 LOS B <br />6.6 <br />171.2 <br />0.37 <br />4 T1 1646 5.0 <br />0 797 18.0 <br />LOS B <br />8.1 <br />209.0 <br />0.42 <br />0.19 <br />12.8 <br />4 T1 1433 5.0 <br />0 740 15.0 LOS B <br />6.7 <br />173.6 <br />0.37 <br />14 R2 180 2.0 <br />0.797 18.0 <br />LOS B <br />8.1 <br />209.0 <br />0.43 <br />0.19 <br />13.3 <br />14 R2 268 2.0 <br />0.740 15.0 LOS B <br />6.7 <br />173.6 <br />0.37 <br />Approach 1846 4.7 <br />0.797 180 <br />LOS B <br />8.1 <br />209.0 <br />0.42 <br />0.19 <br />12.8 <br />Approach 1721 45 <br />0.740 150 LOS B <br />6.7 <br />173.6 <br />0.37 <br />West: EB Redwood Avenue <br />0 <br />West: EB Redwood Avenue <br />5 L2 50 2.0 <br />1.406 2377 <br />LOS F <br />435 <br />1104.3 <br />1.00 <br />403 <br />2.0 <br />5 L2 52 2.0 <br />1.030 91.5 LOS F <br />152 <br />387.2 <br />1.00 <br />2 Ti 20 2.0 <br />1.406 237.7 <br />LOS F <br />435 <br />1104.3 <br />1.00 <br />403 <br />1.6 <br />2 T1 21 2.0 <br />1.030 91.5 LOS F <br />15.2 <br />387.2 <br />1.00 <br />12 R2 792 2.0 <br />1.406 233.4 <br />LOS F <br />50.2 <br />1275.8 <br />1.00 <br />4.33 <br />1.6 <br />12 R2 707 2.0 <br />1.030 87.6 LOS F <br />16.1 <br />409.5 <br />1.00 <br />Approach 862 2.0 <br />1.406 233.8 <br />LOS F <br />50.2 <br />1275.8 <br />1.00 <br />4.30 <br />1.6 <br />Approach 780 2.0 <br />1.030 88.0 LOS F <br />16.1 <br />409.5 <br />1.00 <br />All Vehicles 4306 3.9 <br />1.406 59.5 <br />LOSE <br />50.2 <br />1275.8 <br />0.53 <br />1.02 <br />All Vehicles 4758 3.9 <br />1.030 42.1 LOS D <br />50.8 <br />1303.4 <br />0.77 <br />Site Level of Service (LOS) Method Delay & <br />v/c (HCM 2010). Site LOS Method is specified in the Parameter <br />Settings dialog (Site tab). <br />Site Level of Service (LOS) Method: Delay & <br />v/c (HCM 2010). Site LOS Method is specified in the Parameter Settings dialog (Site tab). <br />Roundabout LOS Method: Same as Signalised <br />Intersections. <br />Roundabout LOS Method: Same as Signalised <br />Intersections. <br />Vehicle movement LOS values are based on <br />average delay and We ratio (degree of saturation) <br />per movement. <br />Vehicle movement LOS values are based on <br />average delay and We ratio (degree of saturation) <br />per movement. <br />LOS F will result if v/c> 1 irrespective of movement delay value (does not apply for approaches <br />and intersection). <br />LOS F will result if v/c> 1 irrespective of movement delay value (does not apply for approaches and intersection). <br />Intersection and Approach LOS values are based on average delay for all movements (v/c not used as <br />specified in HCM 2010). <br />Intersection and Approach LOS values are based on average delay for all movements (v/c <br />not used as <br />specified in HCM <br />2010). <br />Roundabout Capacity Model: US HCM 2010. <br />Roundabout Capacity Model: US HCM 2010. <br />HCM Delay Formula option is used Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. <br />HCM Delay Formula option is used Control Delay does not include Geometric Delay since <br />Exclude Geometric Delay option <br />applies. <br />Gap -Acceptance Capacity: Traditional M1. <br />Gap -Acceptance Capacity: Traditional M1. <br />HV I%) values are calculated for All Movement <br />Classes of All Heavy Vehicle Model Designation. <br />HV (%) values are calculated for All Movement <br />Classes of All Heavy Vehicle Model Designation. <br />SIDRA INTERSECTION 7.01 Copyright ®2000-2017 Akeellk and Associates Pty Ltd I sidmsolutions.com <br />Organisation: W -TRANS I Processed: Monday, August 07, 2017 3:31:39 PM <br />Project. N.WAA\SMX\RCI\RC1006\Roundabout\ECR-Redwcod.sip7 <br />SIDRA INTERSECTION 7.01 Copyright ©2000-2017 Akeellk and Associates Pty Ltd I sidmsolutions.com <br />Organisation: W -TRANS I Processed: Monday, August 07, 2017 3:31:40 PM <br />Project. N.~1 SMX\RCI\RC1006\Roundabout\ECR-Redwcod.sip7 <br />0.74 7.0 <br />0.74 6.9 <br />0.72 5.2 <br />0.73 6.4 <br />0.16 12.7 <br />0.16 139 <br />0.16 14.3 <br />0.16 14.0 <br />230 4.7 <br />230 3.9 <br />2.34 3.9 <br />2.34 3.9 <br />