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VOYAGER PARKWAY over BLACK SQUIRREL CREEK

Map 

Coordinates:
+38.99876, -104.79789
38°59'56" N, 104°47'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VOYAGER PARKWAY over BLACK SQUIRREL CREEK
Structure number:CSG-H.89-20.10
Location:.5 MI N HWY 83/INTERQUEST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:31.5 ft. [9.6 m]
Deck width edge-to-edge:149.3 ft. [45.5 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:16,557 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.5 tons [55.9 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:79.2
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201479.2Not deficient---16557
May 201279.2Not deficient---16664
May 201079.2Not deficient---16664
February 200879.2Not deficient---16664
April 200680.0Not deficient---11768
May 200480.0Not deficient---11768
April 200281.6Not deficient---2623
June 200094.7Not deficient---2623
October 199994.7Not deficient---2623
October 199894.7Not deficient---2623
October 199695.3Not deficient---1888
June 199495.3Not deficient---1888
September 199295.3Not deficient---1888
June 199096.9Not deficient---84