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SH 59 ML over FRENCHMAN CREEK

Map

Coordinates:
+40.62113, -102.62724
40°37'16" N, 102°37'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 59 ML over FRENCHMAN CREEK
Structure number:B-26-D
Location:0.8 mi S of Haxtun
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:246.7 ft. [75.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1959
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:8
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:590 [as of 2011]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:83.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory59083.9
May 2015FairSatisfactorySatisfactorySatisfactory59073.7
May 2013FairSatisfactoryFairSatisfactory59058.1
May 2011FairSatisfactoryFairSatisfactory19063.7
April 2009FairGoodFairSatisfactory19063.7
June 2007FairGoodFairSatisfactory20063.7
June 2005FairGoodFairSatisfactory22863.7
May 2003FairGoodFairSatisfactory27359.2
April 2001FairGoodFairGood27362.4
April 1999FairGoodFairGood26262.4
April 1997GoodGoodGoodGood31073.4
April 1995GoodGoodGoodGood31073.8
April 1993FairSatisfactorySatisfactorySatisfactory36076.4
May 1991FairSatisfactoryFairSatisfactory40065.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9879681090
Deck
Reinforced Concrete Top Flangesq. ft.6,9086,908000
Wearing Surfacessq. ft.5,9215,921000
Substructure
Reinforced Concrete Pier Walllinear ft.114843000
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pier Caplinear ft.1821304570
Joints
Other Jointlinear ft.196196000
Bearings
Fixed Bearingeach77000
Steel Protective Coatingsq. ft.74003
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4944140800
Steel Protective Coatingsq. ft.4944140080