Share:

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:49°
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 2016 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201698.9FairSatisfactoryGoodGood-1606
April 201498.9FairSatisfactoryGoodGood-1606
December 201298.8FairSatisfactoryGoodGood-2399
March 201098.8GoodGoodGoodGood-2399
March 200698.8GoodGoodGoodGood-2399
April 200298.9GoodGoodVery GoodVery Good-2175
May 200098.8GoodGoodVery GoodGood-2175
September 199998.8GoodGoodVery GoodVery Good-2175
September 199898.8GoodGoodVery GoodVery Good-2175
September 199691.1GoodGoodVery GoodVery Good-310
June 199491.7GoodGoodVery GoodVery Good-310
September 199291.7GoodGoodVery GoodVery Good-310
June 199080.1GoodGoodVery GoodVery Good-1700