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COUNTY HIGHWAY over LINCOLN CREEK

Map

Coordinates:
+40.88667, -98.17500
40°53'12" N, 98°10'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY HIGHWAY over LINCOLN CREEK
Structure number:C004104005
Location:.5S 1.6E PHILLIPS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2003]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryVery GoodSatisfactory3078.7
March 2016FairSatisfactoryVery GoodSatisfactory3078.7
November 2013FairSatisfactoryVery GoodSatisfactory3078.7
November 2011FairFairVery GoodSatisfactory3077.4
November 2009FairFairVery GoodGood3077.4
November 2007GoodVery GoodVery GoodGood3083.9
January 2006GoodVery GoodVery GoodGood3083.9
January 2004GoodVery GoodVery GoodGood3083.9
November 2001GoodVery GoodVery GoodGood3083.9
November 1999GoodVery GoodVery GoodGood3083.9
November 1997GoodVery GoodVery GoodGood3083.9
November 1995GoodVery GoodVery GoodVery Good3083.9
October 1993GoodVery GoodVery GoodVery Good3083.9
November 1991GoodVery GoodVery GoodVery Good3083.9