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CR113D WHITESTONE over BLUES CREEK

Map

Coordinates:
+40.28628, -83.29807
40°17'11" N, 83°17'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR113D WHITESTONE over BLUES CREEK
Structure number:8051054
Location:0.25MI N of LEEPER-PERKIN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:90.9 ft. [27.7 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:2000
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:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:460 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Excellent [9 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryExcellentGood46093.8
December 2017FairSatisfactoryExcellentGood46093.8
November 2016FairSatisfactoryExcellentGood46093.8
November 2015FairSatisfactoryExcellentGood27294.9
September 2014GoodVery GoodExcellentVery Good27294.9
January 2014GoodVery GoodExcellentVery Good27294.9
February 2013GoodVery GoodExcellentVery Good27294.9
November 2011GoodVery GoodExcellentVery Good27294.9
April 2010GoodExcellentExcellentExcellent37294.9
February 2009GoodExcellentExcellentExcellent37294.9
January 2006GoodExcellentExcellentExcellent37294.9
March 2005GoodExcellentExcellentExcellent37294.9
February 2004GoodExcellentExcellentExcellent37294.9
January 2003GoodExcellentExcellentExcellent37294.9
January 2002GoodExcellentExcellentExcellent37294.9