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SB PENA BLVD over TOWER ROAD

Map 

Coordinates:
+39.83411, -104.77190
39°50'03" N, 104°46'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB PENA BLVD over TOWER ROAD
Structure number:D-31-PB-350
Location:5.0 MI NORTH OF I-70
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:123.4 ft. [37.6 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 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]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:28,126 [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:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
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:83.8 tons [76.2 metric tons]
Inventory rating:50.6 tons [46.0 metric tons]
Sufficiency rating:97.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201497.4Not deficientSatisfactoryGoodGood28126
December 201295.4Not deficientSatisfactoryGoodGood28126
December 201096.4Not deficientSatisfactoryGoodGood17006
December 200896.4Not deficientSatisfactoryGoodGood17006
November 200695.9Not deficientSatisfactoryGoodGood22572
October 200495.9Not deficientSatisfactoryGoodGood22572
September 200297.9Not deficientSatisfactoryVery GoodGood22572
August 200097.9Not deficientSatisfactoryVery GoodGood22659
November 199997.9Not deficientGoodVery GoodVery Good22659
November 199897.9Not deficientGoodVery GoodVery Good22659
June 199697.8Not deficientGoodVery GoodVery Good23449
November 199499.8Not deficientVery GoodVery GoodVery Good3000
February 199397.8Not deficientExcellentExcellentExcellent3000