HARTFORD Pk over Branch of LAUGHERY Cr


+38.98406, -84.99884
38°59'03" N, 84°59'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARTFORD Pk over Branch of LAUGHERY Cr
Structure number:5800015
Location:00.90 NE of SR 262
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2001
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:93.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodVery GoodGood20093.4
April 2015GoodVery GoodVery GoodGood20093.4
February 2013FairSatisfactorySatisfactoryGood20090.4
February 2011GoodGoodGoodGood20089.4
July 2008GoodVery GoodGoodVery Good20089.4
August 2006GoodVery GoodGoodVery Good20089.4
July 2004GoodVery GoodGoodVery Good20092.4
July 2002GoodVery GoodVery GoodVery Good20092.4
March 2000PoorGoodSeriousSerious20018.4
March 1998PoorSatisfactorySeriousPoor20018.4
March 1996PoorSatisfactoryPoorPoor20022.4
April 1994PoorSatisfactoryPoorPoor20022.4
August 1992PoorSatisfactoryPoorPoor20022.4
October 1990PoorSatisfactoryPoorPoor20020.9