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I25 ML NBND over MARK DABLING/UPRR

Map 

Coordinates:
+38.90978, -104.82394
38°54'35" N, 104°49'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I25 ML NBND over MARK DABLING/UPRR
Structure number:I-17-NI
Location:IN COLORADO SPRINGS
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:133.2 ft. [40.6 m]
Total length:480.0 ft. [146.3 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:49,000 [as of 2011]
Truck traffic:7% 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]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:90.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$8,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201490.6Not deficientSatisfactoryGoodGood49000
August 201290.8Not deficientGoodGoodGood45250
August 201090.8Not deficientGoodGoodGood45250
August 200890.8Not deficientVery GoodVery GoodVery Good45250