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WESTMOOR DRIVE over CAMP CREEK

Map 

Coordinates:
+38.86272, -104.86802
38°51'46" N, 104°52'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WESTMOOR DRIVE over CAMP CREEK
Structure number:CSG-E.00-10.65
Location:AT 31ST STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:8.5 ft. [2.6 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:771 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201487.9Not deficient---771
March 201287.9Not deficient---780
March 201085.9Not deficient---780
March 200885.9Not deficient---700
April 200685.9Not deficient---700
April 200297.0Not deficient---950
May 200096.9Not deficient---950
October 199996.9Not deficient---950
October 199896.9Not deficient---950
October 199696.9Not deficient---660
July 199497.0Not deficient---660
October 199297.0Not deficient---660
August 199097.0Not deficient---575