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SPEER BLVD SBND over I 25 ML

Map

Coordinates:
+39.75507, -105.01240
39°45'18" N, 105°00'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPEER BLVD SBND over I 25 ML
Structure number:E-16-EO
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.3 ft. [25.4 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:23,795 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:57.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,941,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorPoorFairSatisfactory2379557.1
June 2014FairFairFairFair2379559.3
July 2012FairSatisfactoryFairFair1030063.6
July 2010FairSatisfactoryFairFair1030063.6
May 2008FairSatisfactoryFairGood1030063.6
June 2006FairGoodFairGood2614557.9
June 2004FairGoodFairGood2614556.9
July 2002FairSatisfactoryFairSatisfactory2614558.9
July 2000FairSatisfactoryFairSatisfactory2490059.2
May 1998FairSatisfactoryFairSatisfactory2490059.2
May 1996FairSatisfactoryFairSatisfactory4500050.5
July 1994FairSatisfactoryFairSatisfactory4500049.8
June 1992FairSatisfactorySatisfactorySatisfactory4500062.7
May 1990FairSatisfactoryFairFair4500049.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,5531,353172280
Deck
Reinforced Concrete Top Flangesq. ft.8,4266,6231,6851180
Wearing Surfacessq. ft.8,4268,426000
Substructure
Steel Columneach94230
Reinforced Concrete Columneach41300
Reinforced Concrete Pier Walllinear ft.1141001400
Reinforced Concrete Abutmentlinear ft.100475030
Reinforced Concrete Pier Caplinear ft.5046400
Joints
Other Jointlinear ft.11000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0321,030200
Steel Protective Coatingsq. ft.1,0321,032000
Deck
Reinforced Concrete Slabsq. ft.3,5622,3681,0681260
Wearing Surfacessq. ft.3,5623,562000