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LIMB <br />Location: <br />City, State: <br />Reviewer(s): <br />Project #: <br />Geometrics <br />Traffic and <br />Pedestrian <br />Data <br />Additional Site Characteristics <br />Uncontrolled Pedestrian Crossing <br />Data Collection Worksheet <br />ArmStrong Blvd/161st Ave <br />Ramsey, Mn <br />Grant Riemer <br />Date: <br />Scenario: <br />Agency: <br />ID #: <br />The first step in understanding the pedestrian needs at a potential crossing location is completing <br />a review of the location and adjacent facilities. <br />Crossing Length: Measure the crossing distance from curb to curb. Crossing 1 <br />Fill in Crossing 1 distance if there is no median. If there is a median at the Crossing 2 <br />crossing location, fill in Crossing 1 and 2 distances. <br />Median: width of median at crossing location <br />Crossing Width: effective crosswalk width <br />Raised Median Available? <br />ADA Compliant Median Available (minimum 4' x 4' landing)? <br />Curb Ramps Available? <br />ADA Compliant Curb Ramp Available (width, grades, truncated domes)? <br />Speed: Posted or 85th percentile speed <br />Roadway Curvature and Sight Distances: Average walking speed <br />Is the crossing location within a horizontal or vertical curve? <br />Equations to calculate the following are located on the next page <br />July 1st 2014 <br />City of Ramsey <br />Direction 1: Stopping Sight Distance (SSD) 492 ft. provided? 0 <br />Direction 2: Stopping Sight Distance (SSD) ft. provided? ❑ <br />Direction 1: Pedestrian Sight Distance (PedSD) 1444 ft. provided? ❑ <br />Direction 2: Pedestrian Sight Distance (PedSD) ft. provided? ❑ <br />Measure traffic and pedestrian volume in 15-minute increments on the roadway to be crossed. <br />tach Counts vehicles: <br />AM Peak Hourly <br />PM Peak Hourly 224 <br />Lighting: <br />Daily <br />Pk 15-min <br />Pk 15-min <br />65 <br />pedestrians: <br />Hourly <br />Hourly <br />12 <br />52 Ift. <br />ft. <br />10 <br />ft. <br />ft. <br />❑ Yes ❑ No <br />❑ Yes 0 No <br />❑ Yes 0 No <br />❑ Yes 0 No <br />mph <br />ft/s <br />❑ Yes 0 No <br />❑ No <br />❑ No <br />❑ No <br />❑ No <br />55 <br />3.5 <br />Yes <br />Yes <br />Yes <br />Yes <br />Daily <br />Pk 15-min <br />Pk 15-min <br />8 <br />Is street lighting present and does it light the crosswalk location? ❑ Yes ❑ No <br />Crosswalk Pavement Markings: Is the pedestrian crossing currently marked? 0 Yes ❑ No <br />What is the condition of the markings? ❑ Excellent 0 Good ❑ Fair ❑ Poor <br />Are the markings easily defined? ❑ Yes ❑ No <br />Do they need replacement? ❑ Yes ❑ No <br />What is the crosswalk marking pattern? Continental <br />Signing: Currently signed at crosswalk? ❑ Yes ❑ No <br />Currently signed in advance of crosswalk? ❑ Yes ❑ No <br />Distances? direction 1 975 ft. direction 2 975 ft. <br />Enhancements: <br />Adjacent Facilities: <br />What enhancements are currently at <br />the crossing location? <br />Distance to nearest marked crosswalk? <br />What pedestrian control devices are present <br />at the nearest adjacent marked crosswalk? <br />None <br />None <br />N/A Ift. <br />Distance to nearest all -way stop, roundabout or signalized intersection I N/A Ift. <br />Could another location serve the same pedestrian crossing movement? ❑ Yes El No <br />Could another location serve the the movement more effectively? ❑ Yes 0 No <br />Developed by Bolton & Menk, Inc. in coordination with the Local Road Research Board. Worksheets made without charge and under no circumstances shall be sold by third parties for profit. <br />Page 1 of 2 <br />