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SH 133 ML over N FORK GUNNISON RIVER

Map

Coordinates:
+38.92224, -107.52682
38°55'20" N, 107°31'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 133 ML over N FORK GUNNISON RIVER
Structure number:I-06-V
Location:5 MI N OF PAONIA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:154.9 ft. [47.2 m]
Total length:413.1 ft. [125.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1991
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:94.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodGood210094.7
October 2016GoodVery GoodVery GoodVery Good210094.7
October 2014GoodVery GoodVery GoodVery Good210094.7
October 2012GoodVery GoodVery GoodVery Good210094.7
October 2010GoodVery GoodVery GoodVery Good210094.7
October 2008GoodVery GoodVery GoodVery Good210094.7
November 2006GoodVery GoodVery GoodVery Good220094.7
November 2004GoodVery GoodVery GoodVery Good214694.7
October 2002GoodVery GoodVery GoodVery Good362894.5
December 2000GoodVery GoodVery GoodVery Good220494.7
December 1998GoodVery GoodVery GoodVery Good220494.7
October 1996GoodVery GoodVery GoodVery Good170094.7
November 1994GoodVery GoodVery GoodVery Good170094.7
January 1992GoodGoodVery GoodVery Good135092.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6401,6202000
Steel Protective Coatingsq. ft.1,6401,640000
Deck
Reinforced Concrete Decksq. ft.17,55317,15340000
Wearing Surfacessq. ft.17,55317,553000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1701502000
Reinforced Concrete Pier Caplinear ft.166166000
Joints
Pourable Jointlinear ft.170170000
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.826826000
Steel Protective Coatingsq. ft.826826000