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COORS FIELD ACCESS over BROADWAY

Map 

Coordinates:
+39.76169, -104.98807
39°45'42" N, 104°59'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COORS FIELD ACCESS over BROADWAY
Structure number:D-04-BOST-052
Location:0.2 MI NORTH OF BLAKE
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:54.8 ft. [16.7 m]
Total length:127.3 ft. [38.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:33°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:62 [as of 2016]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
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:79.0 tons [71.8 metric tons]
Inventory rating:47.3 tons [43.0 metric tons]
Sufficiency rating:90.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201690.0GoodGoodGoodGoodFO62
November 201490.0GoodGoodGoodGoodFO66
November 201290.0GoodGoodGoodGoodFO66
November 201090.0GoodGoodGoodGoodFO33
November 200890.0GoodGoodGoodGoodFO33
September 200690.0GoodGoodVery GoodGood-33
August 200490.0GoodGoodVery GoodGood-33
October 200290.0GoodGoodVery GoodGood-33
September 200082.5GoodGoodExcellentVery Good-250