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10TH AVENUE over LAKEWOOD GULCH

Map

Coordinates:
+39.73298, -105.03790
39°43'59" N, 105°02'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:10TH AVENUE over LAKEWOOD GULCH
Structure number:D-16-LG-070A
Location:JUST EAST OF PERRY STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,755 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodVery Good475597.6
January 2015GoodGoodGoodVery Good475597.6
January 2013GoodGoodGoodVery Good475596.6
January 2011GoodGoodGoodVery Good446196.6
September 2008GoodGoodGoodVery Good446196.6
November 2006GoodGoodGoodVery Good487997.5
September 2004GoodVery GoodVery GoodExcellent487974.7
October 2002GoodGoodGoodVery Good487974.3
August 2000GoodVery GoodVery GoodExcellent625874.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach55000
Concrete Protective Coatingsq. ft.55000
Reinforced Concrete Abutmentlinear ft.104104000
Concrete Protective Coatingsq. ft.104104000
Reinforced Concrete Pier Caplinear ft.5252000
Concrete Protective Coatingsq. ft.5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.108108000
Steel Protective Coatingsq. ft.216216000
Deck
Reinforced Concrete Slabsq. ft.5,6445,53610800
Wearing Surfacessq. ft.2,82002,82000
Concrete Protective Coatingsq. ft.3246402600