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NORTH POLE RD. over EAGLE CREEK

Map

Coordinates:
+38.74973, -83.77308
38°44'59" N, 83°46'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH POLE RD. over EAGLE CREEK
Structure number:0833126
Location:3.3 MI. OFF US 68
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:153.9 ft. [46.9 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Owner:County Highway Agency [02]
Year built:1875
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Wood or timber [7]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:104 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:22.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$220,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorSatisfactoryPoorSatisfactory10422.2
December 2017PoorSatisfactoryPoorSatisfactory10422.2
November 2016PoorSatisfactoryPoorSatisfactory10446.8
December 2015PoorSatisfactoryPoorSatisfactory30046.5
December 2014PoorSatisfactoryPoorSatisfactory30046.5
May 2013PoorSatisfactoryPoorSatisfactory30046.5
October 2012PoorSatisfactoryPoorSatisfactory30020.6
December 2011PoorGoodPoorSatisfactory30020.6
December 2010PoorGoodPoorSatisfactory30020.6
September 2009PoorGoodPoorSatisfactory30020.6
October 2008FairGoodFairSatisfactory30022.6
November 2006FairGoodFairSatisfactory30022.6
December 2005FairGoodFairSatisfactory30022.6
March 2004FairGoodSatisfactoryGood30033.6
March 2003FairGoodSatisfactoryGood30033.6
June 2001FairGoodSatisfactoryGood30033.6
January 2000GoodGoodGoodGood30033.6
October 1998GoodGoodGoodGood30033.6
September 1997FairGoodGoodSatisfactory30033.6
July 1996FairGoodFairSatisfactory30022.6
September 1995FairGoodFairSatisfactory30023.4
October 1994FairGoodFairSatisfactory30023.4
September 1993FairGoodFairSatisfactory30023.4
April 1992FairGoodFairSatisfactory30023.4
October 1991FairGoodFairSatisfactory30023.4