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SH 59 ML over FRENCHMAN CREEK

Map

Coordinates:
+40.62101, -102.62728
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:29.5 ft. [9.0 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 2015

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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.3 tons [40.3 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:73.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201573.7FairSatisfactorySatisfactorySatisfactory-590
May 201358.1FairSatisfactoryFairSatisfactory-590
May 201163.7FairSatisfactoryFairSatisfactory-190
April 200963.7FairGoodFairSatisfactory-190
June 200763.7FairGoodFairSatisfactory-200
June 200563.7FairGoodFairSatisfactory-228
May 200359.2FairGoodFairSatisfactory-273
April 200162.4FairGoodFairGood-273
April 199962.4FairGoodFairGood-262
April 199773.4GoodGoodGoodGood-310
April 199573.8GoodGoodGoodGood-310
April 199376.4FairSatisfactorySatisfactorySatisfactory-360
May 199165.4FairSatisfactoryFairSatisfactory-400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9879681090
Deck
Reinforced Concrete Decksq. ft.6,9086,8753300
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.196019600
Bearings
Fixed Bearingeach77000
Steel Protective Coatingsq. ft.74003
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4944140800
Steel Protective Coatingsq. ft.4944140080