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LITTLE RICHMOND RD over THIMBLE CREEK

Map

Coordinates:
+39.77589, -84.28864
39°46'33" N, 84°17'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LITTLE RICHMOND RD over THIMBLE CREEK
Structure number:5760410
Location:0.5 MI E OF OLIVE ROAD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:53.2 ft. [16.2 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,260 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:87.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodVery GoodGood126087.2
September 2016GoodGoodVery GoodVery Good126087.2
September 2015GoodGoodVery GoodVery Good368780.2
September 2014GoodGoodVery GoodGood368781.2
May 2013GoodGoodVery GoodGood368799.1
May 2012GoodVery GoodVery GoodVery Good368799.1
August 2011GoodGoodVery GoodGood368799.1
April 2010GoodGoodVery GoodGood368799.1
May 2009GoodGoodVery GoodGood368799.1
July 2008GoodGoodVery GoodGood368799.1
September 2007GoodGoodVery GoodGood368799.1
July 2006GoodGoodVery GoodVery Good368799.1
July 2005GoodGoodVery GoodVery Good368799.1
May 2004GoodGoodExcellentVery Good368799.1
November 2002GoodGoodVery GoodVery Good368799.1
October 1999GoodGoodVery GoodVery Good368799.1
September 1998FairSatisfactorySatisfactoryVery Good368799.1
September 1997FairSatisfactorySatisfactoryVery Good368799.1
October 1996FairSatisfactorySatisfactoryVery Good368799.1
November 1995GoodGoodGoodGood368799.2
September 1994GoodGoodVery GoodGood368799.2
September 1993GoodGoodVery GoodGood368799.2