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I 25 ML NBND over Uintah Street

Map 

Coordinates:
+38.84972, -104.83167
38°50'59" N, 104°49'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 ML NBND over Uintah Street
Structure number:I-17-LR
Location:In Colorado Springs
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:102.4 ft. [31.2 m]
Total length:207.0 ft. [63.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:52,000 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:54.5 tons [49.5 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201498.0Not deficientGoodGoodGood52000
August 201298.0Not deficientGoodGoodGood46500
August 201098.0Not deficientGoodGoodGood46500
August 200898.0Not deficientVery GoodVery GoodVery Good46500
September 200698.0Not deficientVery GoodVery GoodVery Good50700
September 200498.0Not deficientVery GoodVery GoodVery Good49699
November 200298.0Not deficientVery GoodVery GoodVery Good48730