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SB PENA BLVD over SECOND CREEK TRIB

Map 

Coordinates:
+39.83440, -104.73024
39°50'04" N, 104°43'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB PENA BLVD over SECOND CREEK TRIB
Structure number:D-31-PB-310
Location:WEST OF TOWER ROAD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:143.1 ft. [43.6 m]
Total length:148.3 ft. [45.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:28,266 [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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:84.3 tons [76.6 metric tons]
Inventory rating:50.5 tons [45.9 metric tons]
Sufficiency rating:97.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201497.4Not deficientSatisfactoryGoodGood28266
December 201295.4Not deficientSatisfactoryGoodGood28266
December 201096.4Not deficientSatisfactoryGoodGood17006
December 200896.4Not deficientSatisfactoryGoodGood17006
November 200695.9Not deficientSatisfactoryGoodGood22980
October 200495.9Not deficientSatisfactoryGoodGood22980
September 200297.9Not deficientSatisfactoryVery GoodGood22980
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
January 199397.8Not deficientExcellentExcellentExcellent3000