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SPEER BLVD NBND over I 25 ML

Map

Coordinates:
+39.75524, -105.01215
39°45'19" N, 105°00'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPEER BLVD NBND over I 25 ML
Structure number:E-16-EW
Location:IN DENVER
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:86.0 ft. [26.2 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:Fair
Status:Open, no restriction [A]
Average daily traffic:18,588 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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:58.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,849,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairFairSatisfactory1858858.6
June 2014FairFairFairFair1858858.6
July 2012FairFairFairFair1030060.5
July 2010FairSatisfactoryFairFair1030061.6
May 2008FairSatisfactoryFairSatisfactory1030061.6
June 2006FairSatisfactoryFairSatisfactory2614557.9
June 2004FairSatisfactoryFairSatisfactory2614556.9
July 2002FairSatisfactoryFairSatisfactory2614556.9
July 2000FairSatisfactoryFairSatisfactory2490057.2
May 1998FairSatisfactoryFairSatisfactory2490057.2
May 1996FairSatisfactoryFairSatisfactory4500050.5
July 1994FairSatisfactoryFairSatisfactory4500049.8
June 1992FairSatisfactoryFairSatisfactory4500049.8
May 1990FairSatisfactorySatisfactorySatisfactory4500062.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1901,06780430
Deck
Reinforced Concrete Decksq. ft.7,9877,58740000
Wearing Surfacessq. ft.7,9877,987000
Substructure
Steel Columneach219660
Steel Protective Coatingsq. ft.2121000
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.22000
Reinforced Concrete Abutmentlinear ft.9489500
Reinforced Concrete Pier Caplinear ft.5555000
Joints
Other Jointlinear ft.9999000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.516516000
Steel Protective Coatingsq. ft.516516000
Deck
Reinforced Concrete Slabsq. ft.4,0053,32568000
Wearing Surfacessq. ft.4,0054,005000