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SH 265 ML over RACE STREET

Map 

Coordinates:
+39.78778, -104.96425
39°47'16" N, 104°57'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 265 ML over RACE STREET
Structure number:E-17-EQ
Location:DENVER
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.1 ft. [4.6 m]
Total length:31.2 ft. [9.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1924
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:7,700 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:63.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$380,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201463.4Structurally deficientPoorPoorFair7700
January 201363.2Structurally deficientPoorPoorSatisfactory9700
September 201063.2Structurally deficientPoorPoorSatisfactory9700
September 200863.2Structurally deficientPoorPoorSatisfactory9700
August 200663.4Structurally deficientPoorPoorSatisfactory8000
October 200481.4Functionally obsoleteFairFairSatisfactory10358
October 200281.2Functionally obsoleteFairFairSatisfactory13974
August 200080.4Functionally obsoleteFairFairSatisfactory13822
October 199880.4Functionally obsoleteFairFairSatisfactory13822
August 199680.9Functionally obsoleteFairFairSatisfactory9250
September 199481.5Functionally obsoleteFairFairSatisfactory5150
July 199276.5Functionally obsoleteFairFairFair5150
July 199076.3Functionally obsoleteFairFairSatisfactory7000