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WESTWOOD BLVD over TEMPLETON GAP BASIN

Map

Coordinates:
+38.89566, -104.76569
38°53'44" N, 104°45'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTWOOD BLVD over TEMPLETON GAP BASIN
Structure number:CSG-J.35-12.90
Location:0.3 MI N OF AUSTIN BLUFFS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.2 ft. [2.5 m]
Total length:26.2 ft. [8.0 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,848 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:63.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair5 out of 10484863.2
April 2014Fair5 out of 10484885.5
April 2012Fair5 out of 10368585.6
April 2010Fair5 out of 10368585.6
March 2008Fair5 out of 10342285.6
April 2006Fair5 out of 10342284.6
May 2004Fair5 out of 10342284.6
April 2002Fair6 out of 10477595.8
May 2000Fair6 out of 10477595.5
October 1999Fair6 out of 10477595.5
October 1998Fair6 out of 10477595.5
November 1996Fair6 out of 10379495.6
June 1994Fair6 out of 10379496.7
October 1992Fair6 out of 10379496.7
July 1990Fair6 out of 10382495.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.149014900
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5353000
Steel Protective Coatingsq. ft.5353000