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WB SPEER BLVD over RAILROAD/RTD

Map 

Coordinates:
+39.75149, -105.00677
39°45'05" N, 105°00'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB SPEER BLVD over RAILROAD/RTD
Structure number:D-06-BORR-040
Location:.3 MILE E OF I-25
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:148.0 ft. [45.1 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,145 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:77.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,023,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.7FairSatisfactoryGoodGoodFO27145
January 201577.7FairSatisfactoryGoodGoodFO27151
January 201377.7FairSatisfactoryGoodGoodFO27151
January 201178.9FairSatisfactoryGoodGoodFO17724
December 200878.9GoodGoodGoodGoodFO17724
January 200778.4GoodGoodGoodGoodFO21327
September 200478.4GoodGoodGoodGoodFO21327
September 200278.4GoodGoodGoodGoodFO21327
August 200078.3GoodGoodVery GoodGoodFO21988
December 199974.4GoodGoodVery GoodGoodFO21988
December 199874.4GoodGoodVery GoodGood-21988
June 199673.9GoodGoodVery GoodVery Good-23567
December 199474.2GoodGoodExcellentVery Good-23567