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TOWNSHIP ROAD over LOST CREEK

Map

Coordinates:
+40.03333, -99.00833
40°01'60" N, 99°00'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWNSHIP ROAD over LOST CREEK
Structure number:C003101910
Location:29 & C
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1985
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2007]
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:79.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairVery GoodVery Good1079.5
October 2015FairFairVery GoodVery Good1079.5
October 2013FairFairExcellentVery Good1079.5
October 2011FairFairExcellentVery Good1081.4
October 2009GoodExcellentExcellentExcellent1082.4
October 2007GoodExcellentExcellentExcellent1082.4
November 2005GoodExcellentExcellentExcellent2082.4
October 2003GoodExcellentExcellentExcellent2082.4
November 2001GoodExcellentExcellentExcellent3082.4
November 1999GoodExcellentExcellentExcellent3082.4
November 1997GoodExcellentExcellentExcellent3082.4
October 1995GoodExcellentExcellentExcellent3082.4
September 1993GoodExcellentExcellentExcellent3082.4
November 1991GoodExcellentExcellentExcellent3082.4