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I25 SBND RAMP over MARK DABLING BLVD/UPRR

Map 

Coordinates:
+38.91089, -104.82367
38°54'39" N, 104°49'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I25 SBND RAMP over MARK DABLING BLVD/UPRR
Structure number:I-17-NG
Location:IN COLORADO SPGS
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:125.7 ft. [38.3 m]
Total length:445.6 ft. [135.8 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:58°
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:6,529 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 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:51.9 tons [47.2 metric tons]
Inventory rating:31.1 tons [28.3 metric tons]
Sufficiency rating:94.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.7Not deficientSatisfactoryVery GoodGood6529
August 201286.2Not deficientGoodVery GoodVery Good94300
August 201089.2Not deficientGoodVery GoodVery Good94300
September 200889.2Not deficientGoodVery GoodVery Good94300