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BROOKSIDE STREET over CHEYENNE CREEK

Map

Coordinates:
+38.81250, -104.82389
38°48'45" N, 104°49'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BROOKSIDE STREET over CHEYENNE CREEK
Structure number:CSG-G.42-07.19
Location:0.1 MI E OF TEJON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.5 ft. [3.5 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,349 [as of 2013]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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: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:96.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2014Good7 out of 10234996.8
April 2010Good7 out of 10387096.6
May 2006Good7 out of 10531395.5
April 2002Good7 out of 10441995.8
June 2000Good7 out of 10441996.6
September 1999Good7 out of 10441996.6
September 1998Good7 out of 10441996.6
October 1996Good7 out of 10217995.8
July 1994Good7 out of 10217995.8
October 1992Good7 out of 10217995.8
August 1990Good7 out of 10806994.4