Laserfiche WebLink
HCM 6th AWSC Cumulative Conditions <br />8: Springdale Ave & Stoneridge Mall Rd Timing Plan: PM PEAK <br />Stoneridge Mall Residential Project 6:00 am 05/06/2010 Existing + Approved + Stoneridge Residential Synchro 10 Report <br />Page 5 <br />Intersection <br />Intersection Delay, s/veh20.6 <br />Intersection LOS C <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Vol, veh/h 201 300 194 431 221 33 <br />Future Vol, veh/h 201 300 194 431 221 33 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Heavy Vehicles, %2 2 2 2 2 2 <br />Mvmt Flow 223 333 216 479 246 37 <br />Number of Lanes 2 0 1 2 1 1 <br />Approach EB WB NB <br />Opposing Approach WB EB <br />Opposing Lanes 3 2 0 <br />Conflicting Approach Left NB EB <br />Conflicting Lanes Left 0 2 2 <br />Conflicting Approach RightNB WB <br />Conflicting Lanes Right 2 0 3 <br />HCM Control Delay 26.4 15.4 21.9 <br />HCM LOS D C C <br />Lane NBLn1NBLn2EBLn1EBLn2WBLn1WBLn2WBLn3 <br />Vol Left, %100%0%0%0% 100%0%0% <br />Vol Thru, %0%0% 100% 18%0% 100% 100% <br />Vol Right, %0% 100%0% 82%0%0%0% <br />Sign Control Stop Stop Stop Stop Stop Stop Stop <br />Traffic Vol by Lane 221 33 134 367 194 216 216 <br />LT Vol 221 0 0 0 194 0 0 <br />Through Vol 0 0 134 67 0 216 216 <br />RT Vol 0 33 0 300 0 0 0 <br />Lane Flow Rate 246 37 149 408 216 239 239 <br />Geometry Grp 8 8 8 8 8 8 8 <br />Degree of Util (X)0.594 0.076 0.312 0.788 0.472 0.491 0.373 <br />Departure Headway (Hd)8.707 7.484 7.544 6.957 7.889 7.378 5.605 <br />Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes <br />Cap 415 478 476 518 457 488 639 <br />Service Time 6.47 5.246 5.297 4.71 5.641 5.13 3.355 <br />HCM Lane V/C Ratio 0.593 0.077 0.313 0.788 0.473 0.49 0.374 <br />HCM Control Delay 23.5 10.9 13.7 31 17.5 17.1 11.7 <br />HCM Lane LOS C B B D C C B <br />HCM 95th-tile Q 3.7 0.2 1.3 7.3 2.5 2.7 1.7