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 Cleveland St. from Main St. to Lincoln Ave. Points Pedestrian LOS Inputs Total out of Presence and condition of pedestrian facility/sidewalk 6 6 Sidewalk width and treatments 2 3 Auto LOS 2 2 Maintenance issues 2 2 < 22 driveways and side streets per mile 0 1 Presence of buffer not less than 3.5 ft wide 1 1 Presence of median 0 1 Presence of off‐street facility 0 1 TDM 1 1 Ped signal delay 40 sec. or less 0.5 0.5 Posted speed
Application of New Pedestrian Level of Service Measures SACOG Appendix D: Detailed MMLOS Results for Woodland Case Study Area by Segment 2010 HCM Multimodal LOS Ped LOS LOS LOS # Pseg A 1.67 MMLOS Range Check Pint C 2.93 Mode LOS LOS # v/c ADT 4,871 (>=0 vpd) OK Yes Model 1 C 3.23 Auto C 3.43 0.3349 % HV 5% (0-100%) OK No Model 2 C 3.35 Transit F 6.48 Buses/hr 0 (>=0 bph) OK Yes RCDF 1 A 1.16 Bicycle F 4.40 Peds/hr 90 (>=0 pph) OK If Very High RCDF 2 A 1.14 Pedestrian C 3.23 Intersection signal ROW 69 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 4.5 0 0 12 0 12 0 0 5 8 5 5 OK (all entries in feet, enter zero for non-existant lanes) Location: California St. from W. Main St. to W. Lincoln Ave. Important? Key Parameters Street : California St. Yes Signal Spacing: 536 (200-10,560 ft.) OK From: W. Main St. slight Progression Quality: 3 (1=poor, 6=excellent) OK To: W. Lincoln Ave. 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 20 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) 51 slight Load Factor (p/seat) 0.50 No Adj. Sat Flow (vphgl) 1800 Yes X-Street Vol. (vph) 590 Yes CBD (Yes/No) Yes No Through g/c 0.50 slight X-Street Speed (mph) 35 Yes Bus Stops/segment 0.00 No Cycle Length (sec) 60 slight X-Street Lanes (#) 4 slight Delay/Bus Stop (sec) 20 No Right Turn Islands (#) 0 slight 0.50 Potential Issue Date: June 2011 73
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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 />
Cleveland St. from Main St. to Lincoln Ave.<br />
Points<br />
<strong>Pedestrian</strong> LOS Inputs Total out <strong>of</strong><br />
Presence and condition <strong>of</strong> pedestrian facility/sidewalk 6 6<br />
Sidewalk width and treatments 2 3<br />
Auto LOS 2 2<br />
Maintenance issues 2 2<br />
< 22 driveways and side streets per mile 0 1<br />
Presence <strong>of</strong> buffer not less than 3.5 ft wide 1 1<br />
Presence <strong>of</strong> median 0 1<br />
Presence <strong>of</strong> <strong>of</strong>f‐street facility 0 1<br />
TDM 1 1<br />
Ped signal delay 40 sec. or less 0.5 0.5<br />
Posted speed
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