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US 24 ML WBND RAMP over SPRING CREEK R

Map

Coordinates:
+38.81321, -104.78830
38°48'48" N, 104°47'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 24 ML WBND RAMP over SPRING CREEK R
Structure number:I-17-JE
Location:OVER SPRING CREEK
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:277.2 ft. [84.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1995
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,946 [as of 2013]
Truck traffic:7% 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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodVery GoodVery Good294699.9
September 2014GoodVery GoodVery GoodVery Good294699.9
September 2012GoodVery GoodVery GoodVery Good345099.8
September 2010GoodVery GoodVery GoodVery Good345099.8
September 2008GoodVery GoodVery GoodVery Good345099.8
August 2006GoodVery GoodVery GoodVery Good345099.8
August 2004GoodVery GoodVery GoodVery Good298399.9
October 2002GoodVery GoodVery GoodVery Good264399.9
August 2000GoodVery GoodVery GoodVery Good271099.7
August 1998GoodVery GoodVery GoodVery Good271099.7
September 1996GoodVery GoodVery GoodVery Good685799.4
February 1996GoodVery GoodVery GoodVery Good685795.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.550550000
Deck
Reinforced Concrete Decksq. ft.8,0488,048000
Wearing Surfacessq. ft.7,2024,7022,50000
Substructure
Reinforced Concrete Pier Walllinear ft.1414000
Reinforced Concrete Abutmentlinear ft.5858000
Joints
Pourable Jointlinear ft.104104000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.555555000