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Attachment B SIB Pedestrian Park Bridge Feasibility Study v1f w Appendix...
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Attachment B SIB Pedestrian Park Bridge Feasibility Study v1f w Appendix...
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LOCATION:Collins Ave & 174th St PROJECT ID:CITY/STATE:Sunny Isles Beach, FL DATE: <br />00 <br />0 <br />0 <br />0 <br />0 <br />0 <br />4 <br />4 <br />0 <br />88 <br />0 <br />12 <br />0 <br />56 <br />52 <br />8 <br />0 <br />0 <br />0 <br />0 <br />40 <br />64 <br />Bicycles 16 <br />200 1792 0 <br />Railroad <br />Stopped Buses <br />All Vehicles <br />4 <br />4 <br />0 <br />Left Thru Rgt <br />Heavy Trucks <br />4580 <br />124 <br />Pedestrians 204 <br />0 <br />8 0 <br />Peak 15-Min Northbound Southbound Eastbound Westbound <br />TotalFlowratesLeftThruRgtUR*U R*Left Thru Rgt U Left Thru Rgt U R*R* <br />08:30 AM 956 1842 <br />08:45 AM 886 886 <br />31 0 75 0 0 0 0 <br />0 0 0320590 <br />08:00 AM 995 3950 <br />08:15 AM 1113 2955 <br />U R*Left <br />Hourly <br />Total <br />Period Northbound Southbound Eastbound Westbound <br />Beginning At Left Thru Rgt Thru Rgt URgtU <br />15-Min Count Collins Ave Collins Ave 174th St 174th St <br />TotalUR*Left Thru R*Left Thru Rgt R* <br />5 39 0 <br />1 0 <br />0 0 <br />4 0 <br />20 19 0 8 0 <br />3 30 0 <br />0 <br />0 0 <br />44 0 0 0 <br />29 23 0 3 0 <br />21 0 1 <br />0.0 <br />159 1511 0 3.1 2.6 0.0 <br />2092 1670 1.6 2.6 <br />0 0.89 0 0.0 0.0 <br />377 249 0 0 1.3 1.6 0.0 <br />219 128 0 0 3.7 0.8 0.0 0.0Peak Hour Factor <br />18-03439-00109/27/2018 <br />1903 1639 Peak-Hour: 08:00 AM - 09:00 AM 1.7 2.4Peak 15-Minute: 08:15 AM - 08:30 AM <br />60 1843 0 5.0 1.6 0.0 <br />50 <br />47 <br />27 <br />34 <br />448 <br />448 <br />311 <br />304 <br />0 <br />0 <br />1 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />403 <br />509 <br />489 <br />442 <br />0 <br />0 <br />0 <br />0 <br />10 <br />13 <br />22 <br />15 <br />39 0 <br />25 0 <br />44 1 <br />71 0 <br />0 0 0 <br />0 0 0 0 <br />0 <br />0 <br />0 <br />20364 880 0 0 0156030040 <br />APPENDIX A - TRAFFIC COUNTS <br />A - 2
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