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MARK DABLING BLVD over MONUMENT CREEK

Map

Coordinates:
+38.93129, -104.81581
38°55'53" N, 104°48'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryGoodGood160698.9
April 2014FairSatisfactoryGoodGood160698.9
December 2012FairSatisfactoryGoodGood239998.8
March 2010GoodGoodGoodGood239998.8
March 2006GoodGoodGoodGood239998.8
April 2002GoodGoodVery GoodVery Good217598.9
May 2000GoodGoodVery GoodGood217598.8
September 1999GoodGoodVery GoodVery Good217598.8
September 1998GoodGoodVery GoodVery Good217598.8
September 1996GoodGoodVery GoodVery Good31091.1
June 1994GoodGoodVery GoodVery Good31091.7
September 1992GoodGoodVery GoodVery Good31091.7
June 1990GoodGoodVery GoodVery Good170080.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.781781000
Steel Protective Coatingsq. ft.781781000
Deck
Reinforced Concrete Decksq. ft.15,67013,5902,08000
Wearing Surfacessq. ft.15,67014,88678400
Substructure
Reinforced Concrete Pier Walllinear ft.104104000
Reinforced Concrete Abutmentlinear ft.1521401200
Joints
Compression Jointlinear ft.9209200
Assembly with Sealeach6006000
Bearings
Pot Bearingeach2423100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.521521000
Other Material Bridge Raillinear ft.521521000