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I 25 ML over SH 29 ML

Map 

Coordinates:
+38.79612, -104.79741
38°47'46" N, 104°47'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 25 ML over SH 29 ML
Structure number:I-17-LX
Location:CIRCLE DR., S. COLO SPRS
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:106.0 ft. [32.3 m]
Total length:208.3 ft. [63.5 m]
Roadway width between curbs:118.1 ft. [36.0 m]
Deck width edge-to-edge:123.4 ft. [37.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:76,000 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:89.9 tons [81.7 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201490.3Functionally obsoleteVery GoodVery GoodVery Good76000
September 201291.0Functionally obsoleteVery GoodVery GoodVery Good61900
September 201091.0Functionally obsoleteVery GoodVery GoodVery Good61900
August 200891.0Functionally obsoleteVery GoodVery GoodVery Good61900
August 200691.0Not deficientVery GoodVery GoodVery Good61700
July 200491.0Not deficientVery GoodVery GoodVery Good61838
July 200291.0Not deficientVery GoodVery GoodVery Good61823
September 200092.2Not deficientVery GoodVery GoodVery Good18200