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NB PENA BLVD over SECOND CREEK TRIB

Map 

Coordinates:
+39.83351, -104.73031
39°50'01" N, 104°43'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB PENA BLVD over SECOND CREEK TRIB
Structure number:D-31-PB-320
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,502 [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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201697.4FairSatisfactoryGoodGood-27502
December 201497.4FairSatisfactoryGoodGood-27502
December 201295.4FairSatisfactoryGoodGood-27502
December 201095.8FairSatisfactoryGoodGood-23255
December 200895.8FairSatisfactoryGoodGood-23255
November 200696.0FairSatisfactoryGoodGood-21389
October 200496.0FairSatisfactoryGoodGood-21389
September 200297.0FairSatisfactoryVery GoodGood-21389
August 200097.7FairSatisfactoryVery GoodGood-24696
November 199997.7GoodGoodVery GoodVery Good-24696
November 199897.7GoodGoodVery GoodVery Good-24696
June 199697.8GoodGoodVery GoodVery Good-23626
November 199499.8GoodVery GoodVery GoodVery Good-3000
January 199397.8GoodExcellentExcellentExcellent-3000