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AUSTIN BLUFFS PKWY over COTTONWOOD CREEK TRIB

Map 

Coordinates:
+38.92915, -104.74083
38°55'45" N, 104°44'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AUSTIN BLUFFS PKWY over COTTONWOOD CREEK TRIB
Structure number:CSG-K.82-15.20
Location:0.3 MI S OF DUBLIN BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:29.2 ft. [8.9 m]
Deck width edge-to-edge:257.9 ft. [78.6 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:14,915 [as of 2013]
Structural appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.3
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.3Not deficient---14915
May 201283.3Not deficient---15306
May 201083.3Not deficient---15306
March 200871.9Not deficient---15306
April 200672.4Not deficient---11594
May 200483.7Not deficient---11594
April 200284.9Not deficient---500
May 200084.9Not deficient---500
October 199997.0Not deficient---10
October 199897.0Not deficient---10