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DOWNING STREET over I 25 ML

Map 

Coordinates:
+39.68833, -104.97306
39°41'18" N, 104°58'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOWNING STREET over I 25 ML
Structure number:F-17-NH
Location:IN DENVER
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:133.2 ft. [40.6 m]
Total length:367.1 ft. [111.9 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:2004
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:18,342 [as of 2013]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:73.2 tons [66.5 metric tons]
Inventory rating:43.8 tons [39.8 metric tons]
Sufficiency rating:78.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201478.9Not deficientGoodGoodGood18342
February 201278.4Not deficientGoodGoodGood22200
February 201078.4Not deficientVery GoodVery GoodVery Good22200
February 200880.4Not deficientVery GoodVery GoodVery Good22200
January 200484.1Not deficientVery GoodVery GoodVery Good7770