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
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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 />
Appendix D: Detailed MMLOS Results for Woodland Case Study Area by Segment<br />
2010 HCM Multimodal LOS Ped LOS LOS LOS #<br />
Pseg A 1.67<br />
MMLOS<br />
Range Check Pint C 2.93 Mode LOS LOS # v/c<br />
ADT 4,871 (>=0 vpd) OK Yes Model 1 C 3.23 Auto C 3.43 0.3349<br />
% HV 5% (0-100%) OK No Model 2 C 3.35 Transit F 6.48<br />
Buses/hr 0 (>=0 bph) OK Yes RCDF 1 A 1.16 Bicycle F 4.40<br />
Peds/hr 90 (>=0 pph) OK If Very High RCDF 2 A 1.14 <strong>Pedestrian</strong> C 3.23<br />
Intersection signal<br />
ROW<br />
69 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 5 8 4.5 0 0 12 0 12 0 0 5 8 5 5 OK<br />
(all entries in feet, enter zero for non-existant lanes)<br />
Location: California St. from W. Main St. to W. Lincoln Ave.<br />
Important?<br />
Key Parameters<br />
Street : California St. Yes Signal Spacing: 536 (200-10,560 ft.) OK<br />
From: W. Main St. slight Progression Quality: 3 (1=poor, 6=excellent) OK<br />
To: W. Lincoln Ave. 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 20 No<br />
Directional Factor (d) 0.55 Yes Barrier (Yes/No) yes Yes % Stops w. Benches 0% No<br />
Peak Hr. Fac. (PHF) 0.80 Yes RTOR+Perm LT (vph) 51 slight Load Factor (p/seat) 0.50 No<br />
Adj. Sat Flow (vphgl) 1800 Yes X-Street Vol. (vph) 590 Yes CBD (Yes/No) Yes No<br />
Through g/c 0.50 slight X-Street Speed (mph) 35 Yes Bus Stops/segment 0.00 No<br />
Cycle Length (sec) 60 slight X-Street Lanes (#) 4 slight Delay/Bus Stop (sec) 20 No<br />
Right Turn Islands (#) 0 slight<br />
0.50 Potential<br />
Issue Date: June 2011<br />
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