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TOWNSHIP ROAD over LIME CREEK

Map

Coordinates:
+42.66500, -97.00000
42°39'54" N, 97°00'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWNSHIP ROAD over LIME CREEK
Structure number:C002600805P
Location:1.5S 1W OF MASKELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:34°
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:40 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:94.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairGoodGood4094.5
October 2015FairFairGoodGood4089.5
October 2013FairFairVery GoodVery Good4089.5
October 2011FairFairVery GoodVery Good4041.0
October 2009FairFairExcellentExcellent4090.0
October 2007FairFairExcellentExcellent4082.2
October 2005FairFairExcellentExcellent4082.2
October 2003FairFairExcellentExcellent4082.2
November 2001GoodExcellentExcellentExcellent4083.2
November 1999GoodExcellentExcellentExcellent4083.2
November 1997GoodExcellentExcellentExcellent4083.2
October 1995GoodExcellentExcellentExcellent4083.2
November 1993GoodExcellentExcellentExcellent4083.2
January 1992GoodExcellentExcellentExcellent4083.2
October 1989GoodExcellentExcellentExcellent4077.6