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US 285 ML over BEAR CREEK

Map

Coordinates:
+39.65353, -105.04898
39°39'13" N, 105°02'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 285 ML over BEAR CREEK
Structure number:F-16-RU
Location:.2 MI E OF SHERIDAN BLVD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:121.1 ft. [36.9 m]
Total length:250.3 ft. [76.3 m]
Roadway width between curbs:128.0 ft. [39.0 m]
Deck width edge-to-edge:134.2 ft. [40.9 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:68,000 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodVery Good6800091.6
May 2015GoodVery GoodVery GoodVery Good6800091.6
May 2013GoodVery GoodVery GoodVery Good6800091.6
May 2011GoodVery GoodVery GoodVery Good6890091.6
April 2009GoodVery GoodVery GoodVery Good6890091.6
May 2007GoodVery GoodVery GoodVery Good7780091.1
April 2005GoodVery GoodVery GoodVery Good6592691.7
May 2003GoodVery GoodVery GoodVery Good6539990.2
June 2001GoodVery GoodVery GoodVery Good6539988.5
July 1999GoodVery GoodVery GoodVery Good6420594.0
May 1997GoodVery GoodVery GoodVery Good6020094.4
July 1994GoodVery GoodVery GoodVery Good6000095.5
March 1994GoodVery GoodVery GoodVery Good6000090.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6,4486,448000
Deck
Reinforced Concrete Decksq. ft.33,57833,575300
Wearing Surfacessq. ft.32,04232,039300
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.5365261000
Reinforced Concrete Pier Caplinear ft.278278000
Joints
Strip Seal Jointlinear ft.526052600
Pourable Jointlinear ft.536536000
Other Jointlinear ft.2502311900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.715715000
Other Material Bridge Raillinear ft.2852454000