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AUSTIN BLUFFS PKWY over TEMPLETON GAP BASIN

Map

Coordinates:
+38.88915, -104.77356
38°53'21" N, 104°46'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AUSTIN BLUFFS PKWY over TEMPLETON GAP BASIN
Structure number:CSG-J.00-12.48
Location:0.8 MI W OF ACADEMY BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:16.4 ft. [5.0 m]
Total length:34.5 ft. [10.5 m]
Roadway width between curbs:90.6 ft. [27.6 m]
Deck width edge-to-edge:222.1 ft. [67.7 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1976
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,207 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Sufficiency rating:94.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Good7 out of 102320794.8
May 2014Good7 out of 102320794.8
May 2012Good7 out of 103701193.5
May 2010Good7 out of 103701193.5
March 2008Good7 out of 103701193.5
April 2006Good7 out of 104211093.1
May 2004Good7 out of 104211093.1
April 2002Good7 out of 103892387.9
May 2000Good7 out of 103892391.5
October 1999Good7 out of 103892391.5
October 1998Good7 out of 103892391.5
November 1996Good7 out of 103147276.6
June 1994Good7 out of 103147276.3
October 1992Good7 out of 103147276.3
July 1990Good7 out of 102565693.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1701340
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6406400
Steel Protective Coatingsq. ft.6464000