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WOODMEN ROAD over MONUMENT CREEK

Map

Coordinates:
+38.93291, -104.81617
38°55'58" N, 104°48'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WOODMEN ROAD over MONUMENT CREEK
Structure number:CSG-G.76-15.49A
Location:0.25 MI W OF I-25
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.0 ft. [31.4 m]
Total length:215.2 ft. [65.6 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1988
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 continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,593 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:65.7 tons [59.7 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:92.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201692.0FairSatisfactoryGoodGood-28593
March 201492.0FairSatisfactoryGoodGood-28593
March 201292.1FairSatisfactoryGoodGood-28158
March 201092.1GoodGoodGoodGood-28158
February 200892.1GoodGoodGoodGood-28158
March 200691.6GoodGoodGoodGood-29993
May 200489.6GoodGoodGoodGood-29993
April 200296.0GoodGoodVery GoodGood-14139
May 200097.0GoodGoodGoodGood-14139
September 199997.0GoodGoodVery GoodGood-14139
September 199897.0GoodGoodVery GoodGood-14139
September 199691.9GoodGoodVery GoodGood-21610
June 199490.3GoodGoodVery GoodGood-21610
September 199290.3GoodGoodVery GoodGood-21610
June 199095.0GoodGoodVery GoodGood-9420