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WESTMOOR DRIVE over CAMP CREEK

Map

Coordinates:
+38.86271, -104.86801
38°51'46" N, 104°52'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:771 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
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]
Sufficiency rating:65.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Fair5 out of 1077165.9
March 2014Fair5 out of 1077187.9
March 2012Fair5 out of 1078087.9
March 2010Fair5 out of 1078085.9
March 2008Fair5 out of 1070085.9
April 2006Fair5 out of 1070085.9
April 2002Good7 out of 1095097.0
May 2000Good7 out of 1095096.9
October 1999Good7 out of 1095096.9
October 1998Good7 out of 1095096.9
October 1996Good7 out of 1066096.9
July 1994Good7 out of 1066097.0
October 1992Good7 out of 1066097.0
August 1990Good7 out of 1057597.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.137013610
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5252000
Steel Protective Coatingsq. ft.55000