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OLD A & P RD. over SINK CREEK

Map

Coordinates:
+38.78650, -83.93194
38°47'11" N, 83°55'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD A & P RD. over SINK CREEK
Structure number:0833649
Location:200 FEET E. OF JCT. C4A
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:385 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:80.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good38580.8
November 2016GoodVery GoodVery GoodVery Good38580.8
December 2015GoodVery GoodVery GoodVery Good20085.4
December 2014GoodVery GoodVery GoodVery Good20085.4
December 2013GoodVery GoodVery GoodVery Good20085.4
October 2012GoodVery GoodVery GoodVery Good20085.4
December 2011GoodVery GoodVery GoodVery Good20085.4
December 2010GoodVery GoodVery GoodVery Good20085.4
September 2009GoodVery GoodVery GoodVery Good20085.4
October 2008GoodVery GoodVery GoodVery Good20085.4
December 2006GoodVery GoodVery GoodVery Good20085.4
December 2005GoodVery GoodVery GoodVery Good20085.4
March 2004FairVery GoodVery GoodSatisfactory20085.4
February 2003FairVery GoodVery GoodSatisfactory20085.4
May 2001FairVery GoodVery GoodSatisfactory20085.4
January 2000FairSatisfactorySatisfactoryVery Good20085.4
October 1998FairSatisfactorySatisfactoryVery Good20085.4
September 1997FairSatisfactorySatisfactoryVery Good20085.4
July 1996FairSatisfactorySatisfactoryVery Good20085.4
September 1995FairSatisfactorySatisfactoryVery Good20082.9
October 1994FairSatisfactorySatisfactoryVery Good20082.9
September 1993FairSatisfactoryVery GoodVery Good20082.9
October 1992FairSatisfactoryVery GoodVery Good20082.9
August 1991FairSatisfactoryVery GoodVery Good20082.9