Share:

US6 over FRENCHMAN CREEK

Map

Coordinates:
+40.35182, -101.12356
40°21'07" N, 101°07'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US6 over FRENCHMAN CREEK
Structure number:S006 05643
Location:1W PALISADE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:48.9 ft. [14.9 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:2014
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,530 [as of 2016]
Truck traffic:17% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodVery GoodVery GoodVery Good153098.6
April 2016GoodGoodGoodGood136599.0
June 2014FairSatisfactorySatisfactoryGood136599.0
April 2012FairSatisfactorySatisfactoryGood131599.9
April 2010FairSatisfactorySatisfactoryGood140099.9
May 2008FairSatisfactorySatisfactoryGood140099.9
May 2006FairSatisfactorySatisfactoryGood119599.9
November 2004FairSatisfactoryGoodGood130099.9
May 2002GoodGoodGoodGood124599.9
October 2000GoodGoodGoodGood126099.9
October 1998GoodGoodGoodGood126099.9
November 1996GoodGoodGoodGood114097.9
November 1994GoodGoodVery GoodGood113097.9
September 1992GoodGoodVery GoodGood115097.9
December 1990GoodGoodVery GoodGood115097.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.9292000
Steel Abutmentlinear ft.1401202000
Steel Protective Coatingsq. ft.7006802000
Prestressed Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.246244200
Joints
Pourable Jointlinear ft.8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.246024600
Deck
Reinforced Concrete Slabsq. ft.5,2095,209000
Wearing Surfacessq. ft.4,8804,880000