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HomeMy WebLinkAboutIII - Tab 2 Appendix J Driveway Queuing Analysis• • • APPENDIX J: Driveway Queuing Analysis • • Reference: Parking Structures; Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: Residential Garage — Southeast entry located on NE l6th Street Arrival Rate: 92 vph Service Rate: 300 vph Traffic Intensity: 0.31 Queue <1 vehicle z 0 0 uJ >L Et -I • r-7 Cf) • LIJ EE" Z 0 w I1J 30 28 26 24 2 20 18 14 12 10 8 6 4 2 0 IIMINIE111111111111•111111111111111111111111 11111111111111111111/111 ...._NOMIIIIIMIN III III 111111111N11111 Ell ganallit111111 11111•11111111111111111 11111111Waiill MIMI 85 FELWA111141 IIIMPAUT 99% 80% PROB 0 0.2 0 4 0.6 0.8 TRAFFIC INTENSITY (ARR AL RATE DIVIDED BY SERVICE RATE) Figure 3-9 Singie-channei queue curves. Intensity = 0.31 Queue < 1 vehicle • • • Reference: Analysis: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Retail Driveway— North central entry located on NE 16th Street Arrival Rate: 321 vph Service Rate: 550 vph (two entry lanes) Traffic Intensity: 0.58 Queue = 3 vehicles 0 0 tyt CC -I tli w Z > 01'4 L1J CO o• CC z w 0 ILI 30 28 26 24 22 20 18 14 12 10 8 4 2 0 0 0 2 9% PR05ABUJ 0 0 0.8 AFFIC INTENSITY (AFIRIVA RATE DIVIDED BY SERVICE RATE) Figure 3 Y Single -channel queue curves, Intensity = 0.58 Queue = 3 vehicles • • Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: Retail Garage Driveway — South Central Entry located on NE 16th Street Arrival Rate: 241 vph Service Rate: 550 vph (two entry lanes) Traffic Intensity: 0.44 4 Queue = 1 vehicle z 0 0 — co >w —; W La ±-11. ui° ca • cc` z 0 ec w w cc 30 28 28 24 " 20 1B 16 14 12 8 10 2 0 P 0 1AB LITY 11111111111.111111111 11111 90% -ROBzEg 1111111111M1111111111111111111 'Y 11•11111 11111111111EMBEREMEIMELMOSIN 11111111EMWM 1111111111111atirilIN 0% PRO 0 0 2 0 4 0 6 0_8 RAFFIC INTENSITY (ARRJ L RATE DIVIDED BY SERVICE RATE) Figure • Single -channel queue curves. Intensity = 0.44 Queue 1 vehicle • • Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: Residential Driveway — Northwest Entry Located on NE 16th Street Arrival Rate: 92 vph Service Rate: 300 vph Traffic Intensity: 0.31 --> Queue <1 vehicle 3 0 0 28 2 6 0 2 4 2 0 fn > uj CC —2 18 u.I 10 w z> 14 1 2 ° op ci 10 rcz 8 cc 4 I) cr 0 0.2 0 4 0.6 0.8 TRAFFIC INTENSITY CA"!VAL RATE DIVIDED BY SERVICE RATE) Fi u 3-9 Single -channel queue curves. Intensity = 0.31 Queue < 1 vehicle • • Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: Residential Garage Driveway — Southwest entry located on NE 16th Street Arrival Rate: 92 vph Service Rate: 300 vph Traffic Intensity: 0.31 4 Queue <1 vehicle z 0 co 0 w — cra >w ow 0" LuX 0 ea • z --- 0 iz ttj co cr 30 28 2:6 24 22 20 18 15 14 12 10 8 6 4 2 111111111111111M111111111M11111111111111111111M1 11111111111111111111111111111111111111110111 11111Will 1111 1111111167111111 RaMiln11111111 111.1111MIffil mentimwm mummiorammirgs FAM `:111111111111121PF POPPPV 99% PROB ILI Y 0 0.2 0 4 0.8 0.8 TRAFFIC INTENSITY (AR IVAL RATE DiviDED BY SERVICE RATE) Figure -9 Single -channel queue curves. Intensity ----- 0.31 Queue < 1 vehicle • Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: Residential Garage — North entry located on NE l7th Street (Biscayne Promenade) Arrival Rate: 83 vph Service Rate: 300 vph Traffic Intensity: 0.28 --> Queue <1 vehicle 0 "R• tr) 0 > CC LLJ 0 ui Z > wo CO ' Z cn Lu 30 28 26 24 22 20 18 16 14 12 10 8 2 0 0 Nfr % PROBiABILITY 90% 85% 8016 -PROS P$013 AVER 0.2 PROS 0 4 0.6 TRAFFIC INTENSITY (AR VAL RATE DIVIDED BY SERVICE RATE) 0.8 Figure 9 single -channel queue curves. Intensity = 0.28 Queue <1 vehicle • Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) An alvsis: Residential Garage — South entry located on NE 17th Street (Biscayne Promenade) Arrival Rate: 92 vph Service Rate: 300 vph Traffic Intensity: 0.31 Queue <1 vehicle 30 O 28 28 O 24 ,c-13 20 511; cr 18 • 0 • E 1 6 O I'll 14 12 ui° 0:16 ▪ z 4 Lu 2 LU 0 10 0 0,2 0.4 0.6 TRAFFIC INTENSITY (ARRIVAL RATE DIVIDED BY SERVICE RATE) Figure 3-9 Single -channel queue curve, 0.8 Intensity = 0.31 Queue < 1 vehicle • • Reference: Analysis: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Residential Garage Driveway off NE 17th Terrace Arrival Rate: 83 vph Service Rate: 300 vph Traffic Intensity: 0.28 -) Queue <1 vehicle 30 28 28 24 4. 20 18 16 14 12 10 8 4 2 0 11111111111111111111111111111111111=111111E 11111111111111111111/MI11 9 % PROD TY 111111111 11.111701111111 InanIEWRIN anWAWM iMiltfiff B L it Y 1111111111111111111111111111 111111111313 AGE MEIMILIBIratin 11111111111111111111.4011 PPP" 111•730°M1111 0.2 0 4 0.8 0 8 TRAFFIC INTENSITY (AR- VAL RATE DIVIDED BY SEIRIflCE HATE) Figure 9 Single -channel queue curves, Intensity = 0.28 Queue <1 vehicle