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MARK DABLING BLVD over MONUMENT CREEK

Map 

Coordinates:
+38.91266, -104.82244
38°54'46" N, 104°49'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARK DABLING BLVD over MONUMENT CREEK
Structure number:CSG-G.80-15.40
Location:JUST SW OF I-25/WOODMEN R
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:97.1 ft. [29.6 m]
Total length:260.2 ft. [79.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:3
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,606 [as of 2013]
Truck traffic:2% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.6 tons [60.5 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201498.9Not deficientSatisfactoryGoodGood1606
December 201298.8Not deficientSatisfactoryGoodGood2399
March 201098.8Not deficientGoodGoodGood2399
March 200698.8Not deficientGoodGoodGood2399
April 200298.9Not deficientGoodVery GoodVery Good2175
May 200098.8Not deficientGoodVery GoodGood2175
200098.8Not deficientGoodVery GoodVery Good2175
September 199898.8Not deficientGoodVery GoodVery Good2175
September 199691.1Not deficientGoodVery GoodVery Good310
June 199491.7Not deficientGoodVery GoodVery Good310
September 199291.7Not deficientGoodVery GoodVery Good310
June 199080.1Not deficientGoodVery GoodVery Good1700