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SB PENA BLVD over FUTURE PICADILLY RD

Map 

Coordinates:
+39.83449, -104.73451
39°50'04" N, 104°44'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB PENA BLVD over FUTURE PICADILLY RD
Structure number:D-31-PB-410
Location:0.4 MI EAST OF E-470
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:182.4 ft. [55.6 m]
Total length:187.7 ft. [57.2 m]
Roadway width between curbs:63.7 ft. [19.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:28,970 [as of 2013]
Truck traffic:6% 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: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:80.1 tons [72.8 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:94.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201494.3Not deficientSatisfactoryGoodGood28970
December 201294.3Not deficientSatisfactoryGoodGood28970
December 201077.3Functionally obsoleteSatisfactoryGoodGood14086
December 200877.3Functionally obsoleteSatisfactoryGoodGood14086
November 200694.0Not deficientSatisfactoryGoodGood31603
October 200494.0Not deficientSatisfactoryGoodGood31603
September 200296.0Not deficientSatisfactoryVery GoodGood31603
August 200093.9Not deficientGoodVery GoodGood32680
November 199993.9Not deficientGoodVery GoodVery Good32680
November 199893.9Not deficientGoodVery GoodVery Good32680
June 199694.3Not deficientGoodVery GoodVery Good28637
November 199482.8Not deficientVery GoodVery GoodVery Good3000
January 199382.8Not deficientExcellentExcellentExcellent3000