Application of New Pedestrian Level of Service Measures - sacog
Application of New Pedestrian Level of Service Measures - sacog Application of New Pedestrian Level of Service Measures - sacog
Application of New Pedestrian Level of Service Measures SACOG 2010 HCM Multimodal LOS Ped LOS LOS LOS # Pseg B 2.09 MMLOS Range Check Pint B 2.36 Mode LOS LOS # v/c ADT 10,539 (>=0 vpd) OK Yes Model 1 C 3.35 Auto C 2.76 0.3623 % HV 5% (0-100%) OK No Model 2 D 3.54 Transit F 6.50 Buses/hr 0 (>=0 bph) OK Yes RCDF 1 A 1.20 Bicycle E 4.02 Peds/hr 120 (>=0 pph) OK If Very High RCDF 2 A 1.20 Pedestrian C 3.35 Intersection signal ROW 84 ft Street Cross-Section Range Checks Sidewalk Buffer Parking Bike Ln Trav. Lane Trav. Lane Trav. Lane Median Trav. Lane Trav. Lane Trav. Lane Bike Ln Parking Buffer Sidewalk 5 5 8 0 0 12 12 0 12 12 0 0 8 5 5 OK (all entries in feet, enter zero for non-existant lanes) Location: W. Court St. from California St. to West St. Important? Key Parameters Street : W. Court St. Yes Signal Spacing: 1,317 (200-10,560 ft.) OK From: California St. slight Progression Quality: 3 (1=poor, 6=excellent) OK To: West St. slight Speed Limit 30 (15-70 mph) OK no Bus Stops w. Shelter: 0% (0-100%) OK no Pavement Quality: 4 (1=poor, 5=excellent) OK Additional Parameters Draft, for internal evaluation only Spreadsheet by: R. Dowling, Dowling Associates, Inc., July 5, 2007, Updated 02/12/08. Auto LOS Inputs Important? Pedestrian LOS Inputs Important? Transit LOS Inputs Important? Bicycle LOS Inputs Important? Peaking Factor (k) 0.09 Yes % Parking Occ. 0% Yes % On Time 86% No Unsig Conflicts/Mile 28 No Directional Factor (d) 0.55 Yes Barrier (Yes/No) yes Yes % Stops w. Benches 0% No Peak Hr. Fac. (PHF) 0.80 Yes RTOR+Perm LT (vph) 88 slight Load Factor (p/seat) 0.50 No Adj. Sat Flow (vphgl) 1800 Yes X-Street Vol. (vph) 243 Yes CBD (Yes/No) Yes No Through g/c 0.50 slight X-Street Speed (mph) 25 Yes Bus Stops/segment 0.00 No Cycle Length (sec) 60 slight X-Street Lanes (#) 2 slight Delay/Bus Stop (sec) 20 No Right Turn Islands (#) 0 slight Issue Date: June 2011 0.50 Potential 78
Application of New Pedestrian Level of Service Measures SACOG 2010 HCM Multimodal LOS Ped LOS LOS LOS # Pseg B 2.28 MMLOS Range Check Pint B 2.30 Mode LOS LOS # v/c ADT 10,170 (>=0 vpd) OK Yes Model 1 C 3.40 Auto C 2.86 0.6992 % HV 5% (0-100%) OK No Model 2 D 3.62 Transit C 2.95 Buses/hr 4 (>=0 bph) OK Yes RCDF 1 A 1.20 Bicycle F 4.27 Peds/hr 120 (>=0 pph) OK If Very High RCDF 2 A 1.20 Pedestrian C 3.40 Intersection signal ROW 80 ft Street Cross-Section Range Checks Sidewalk Buffer Parking Bike Ln Trav. Lane Trav. Lane Trav. Lane Median Trav. Lane Trav. Lane Trav. Lane Bike Ln Parking Buffer Sidewalk 5 11 10 0 0 0 14 0 14 0 0 0 10 11 5 OK (all entries in feet, enter zero for non-existant lanes) Location: Court St. from West St. to Cleveland St. Important? Key Parameters Street : Court St. Yes Signal Spacing: 1,322 (200-10,560 ft.) OK From: West St. slight Progression Quality: 3 (1=poor, 6=excellent) OK To: Cleveland St. slight Speed Limit 25 (15-70 mph) OK no Bus Stops w. Shelter: 0% (0-100%) OK no Pavement Quality: 4 (1=poor, 5=excellent) OK Additional Parameters Draft, for internal evaluation only Spreadsheet by: R. Dowling, Dowling Associates, Inc., July 5, 2007, Updated 02/12/08. Auto LOS Inputs Important? Pedestrian LOS Inputs Important? Transit LOS Inputs Important? Bicycle LOS Inputs Important? Peaking Factor (k) 0.09 Yes % Parking Occ. 50% Yes % On Time 86% No Unsig Conflicts/Mile 15 No Directional Factor (d) 0.55 Yes Barrier (Yes/No) yes Yes % Stops w. Benches 100% No Peak Hr. Fac. (PHF) 0.80 Yes RTOR+Perm LT (vph) 85 slight Load Factor (p/seat) 0.50 No Adj. Sat Flow (vphgl) 1800 Yes X-Street Vol. (vph) 188 Yes CBD (Yes/No) Yes No Through g/c 0.50 slight X-Street Speed (mph) 25 Yes Bus Stops/segment 2.00 No Cycle Length (sec) 60 slight X-Street Lanes (#) 2 slight Delay/Bus Stop (sec) 20 No Right Turn Islands (#) 0 slight Issue Date: June 2011 0.50 Potential 79
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<strong>Application</strong> <strong>of</strong> <strong>New</strong> <strong>Pedestrian</strong> <strong>Level</strong> <strong>of</strong> <strong>Service</strong> <strong>Measures</strong><br />
SACOG<br />
2010 HCM Multimodal LOS Ped LOS LOS LOS #<br />
Pseg B 2.28<br />
MMLOS<br />
Range Check Pint B 2.30 Mode LOS LOS # v/c<br />
ADT 10,170 (>=0 vpd) OK Yes Model 1 C 3.40 Auto C 2.86 0.6992<br />
% HV 5% (0-100%) OK No Model 2 D 3.62 Transit C 2.95<br />
Buses/hr 4 (>=0 bph) OK Yes RCDF 1 A 1.20 Bicycle F 4.27<br />
Peds/hr 120 (>=0 pph) OK If Very High RCDF 2 A 1.20 <strong>Pedestrian</strong> C 3.40<br />
Intersection signal<br />
ROW<br />
80 ft<br />
Street Cross-Section<br />
Range<br />
Checks<br />
Sidewalk Buffer Parking Bike Ln Trav. Lane Trav. Lane Trav. Lane Median Trav. Lane Trav. Lane Trav. Lane Bike Ln Parking Buffer Sidewalk<br />
5 11 10 0 0 0 14 0 14 0 0 0 10 11 5 OK<br />
(all entries in feet, enter zero for non-existant lanes)<br />
Location: Court St. from West St. to Cleveland St.<br />
Important?<br />
Key Parameters<br />
Street : Court St. Yes Signal Spacing: 1,322 (200-10,560 ft.) OK<br />
From: West St. slight Progression Quality: 3 (1=poor, 6=excellent) OK<br />
To: Cleveland St. slight Speed Limit 25 (15-70 mph) OK<br />
no Bus Stops w. Shelter: 0% (0-100%) OK<br />
no Pavement Quality: 4 (1=poor, 5=excellent) OK<br />
Additional Parameters<br />
Draft, for internal evaluation only<br />
Spreadsheet by: R. Dowling, Dowling Associates, Inc., July 5, 2007, Updated 02/12/08.<br />
Auto LOS Inputs Important? <strong>Pedestrian</strong> LOS Inputs Important? Transit LOS Inputs Important? Bicycle LOS Inputs Important?<br />
Peaking Factor (k) 0.09 Yes % Parking Occ. 50% Yes % On Time 86% No Unsig Conflicts/Mile 15 No<br />
Directional Factor (d) 0.55 Yes Barrier (Yes/No) yes Yes % Stops w. Benches 100% No<br />
Peak Hr. Fac. (PHF) 0.80 Yes RTOR+Perm LT (vph) 85 slight Load Factor (p/seat) 0.50 No<br />
Adj. Sat Flow (vphgl) 1800 Yes X-Street Vol. (vph) 188 Yes CBD (Yes/No) Yes No<br />
Through g/c 0.50 slight X-Street Speed (mph) 25 Yes Bus Stops/segment 2.00 No<br />
Cycle Length (sec) 60 slight X-Street Lanes (#) 2 slight Delay/Bus Stop (sec) 20 No<br />
Right Turn Islands (#) 0 slight<br />
Issue Date: June 2011<br />
0.50 Potential<br />
79