+38.93014, -104.75318
38°55'49" N, 104°45'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:CSG-K.23-15.31
Location:0.4 MI S OF WOODMEN RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:25.3 ft. [7.7 m]
Total length:144.7 ft. [44.1 m]
Deck width edge-to-edge:131.6 ft. [40.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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:13,440 [as of 2013]
Truck traffic:6% of total traffic
Structural 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]
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]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.5
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201483.5Not deficient---13440
May 201283.6Not deficient---12697
May 201083.6Not deficient---12697
March 200883.5Not deficient---13204
April 200683.5Not deficient---13204
May 200483.5Not deficient---13204
April 200282.6Not deficient---14012
May 200082.6Not deficient---14012
October 199982.6Not deficient---14012
October 199882.6Not deficient---14012
October 199683.4Not deficient---9576
June 199483.3Not deficient---9576
September 199283.3Not deficient---9576
July 199092.9Not deficient---679