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CR 3/5 over WEST FK OF TWELVEPOLE CK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+37.90953, -82.24859
37°54'34" N, 82°14'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 3/5 over WEST FK OF TWELVEPOLE CK
Structure number:00000000030A018
Location:1.03 MI SOUTH OF CR 3/11
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:48.6 ft. [14.8 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:11.8 ft. [3.6 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1910
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:600 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:36.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$258,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorPoorFairPoor60036.8
July 2015PoorPoorFairPoor60036.8
July 2013PoorPoorFairPoor75048.0
August 2009PoorFairFairPoor75050.0
August 2007PoorFairFairPoor75050.0
August 2005PoorPoorFairFair85064.0
September 2003PoorFairPoorPoor85050.0
July 2001PoorPoorFairPoor65048.0
July 1999PoorFairFairPoor65050.0
July 1997PoorFairSeriousSerious65036.0
October 1995PoorFairFairPoor65050.0
October 1994FairGoodFairFair75067.0
November 1993FairGoodFairFair75067.0
September 1992FairGoodFairFair65066.0
November 1991FairGoodFairFair65066.0