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CR 262 F KINNEY PI over FULTON CREEK

Map

Coordinates:
+40.41298, -83.31031
40°24'47" N, 83°18'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 262 F KINNEY PI over FULTON CREEK
Structure number:8035652
Location:1.5 MI. N OF CR 200
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:295 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairVery GoodVery GoodSatisfactory29598.9
October 2017FairVery GoodVery GoodSatisfactory29599.9
September 2016FairVery GoodVery GoodSatisfactory29599.9
September 2015FairVery GoodVery GoodSatisfactory47098.8
January 2015FairVery GoodVery GoodSatisfactory47098.8
December 2013GoodVery GoodVery GoodVery Good47098.8
January 2013GoodVery GoodVery GoodVery Good47098.8
November 2011GoodVery GoodVery GoodVery Good47098.8
February 2010GoodVery GoodVery GoodVery Good47098.8
January 2009GoodVery GoodVery GoodVery Good47088.7
January 2006GoodVery GoodVery GoodVery Good47088.7
January 2005GoodVery GoodVery GoodVery Good47088.7
February 2004GoodVery GoodVery GoodVery Good47088.7
January 2003GoodVery GoodVery GoodVery Good47088.7
January 2002GoodVery GoodVery GoodVery Good47088.7
October 1999GoodExcellentExcellentVery Good47088.7
November 1997GoodExcellentExcellentVery Good47088.7
October 1996GoodExcellentExcellentVery Good47088.7
November 1995GoodExcellentExcellentVery Good47098.8
November 1994GoodExcellentExcellentVery Good47098.8
November 1993GoodExcellentExcellentVery Good47098.8
October 1992GoodVery GoodVery GoodGood47098.8
October 1991GoodExcellentExcellentVery Good47098.8