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US6 over FRENCHMAN CREEK

Map

Coordinates:
+40.42507, -101.49554
40°25'30" N, 101°29'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US6 over FRENCHMAN CREEK
Structure number:S006 03614
Location:7W WAUNETA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2016]
Truck traffic:19% 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 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodVery GoodVery GoodVery Good140096.7
April 2016GoodVery GoodVery GoodVery Good127097.1
June 2014GoodVery GoodVery GoodVery Good127097.1
April 2012GoodVery GoodVery GoodVery Good138599.7
April 2010GoodVery GoodVery GoodVery Good115099.7
April 2008GoodVery GoodVery GoodVery Good115099.7
April 2006GoodVery GoodVery GoodVery Good101599.8
October 2004GoodVery GoodVery GoodVery Good139599.7
April 2002GoodVery GoodGoodVery Good116099.7
October 2000GoodVery GoodGoodVery Good110599.7
October 1998GoodVery GoodGoodVery Good110599.7
November 1996GoodExcellentGoodVery Good118097.7
November 1994GoodExcellentGoodVery Good120097.7
September 1992FairFairFairVery Good115576.2
January 1991FairFairVery GoodVery Good115587.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.606606000
Steel Protective Coatingsq. ft.6,0606,060000
Deck
Reinforced Concrete Decksq. ft.3,8803,8206000
Wearing Surfacessq. ft.3,6662,866790100
Substructure
Steel Abutmentlinear ft.7777000
Steel Protective Coatingsq. ft.308308000
Steel Pileeach109100
Reinforced Concrete Pier Caplinear ft.160156400
Joints
Compression Jointlinear ft.7676000
Bearings
Movable Bearingeach66000
Fixed Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.223022300