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SR 18 over MIDDLE FORK GORDON CREEK

Map

Coordinates:
+41.29591, -84.72881
41°17'45" N, 84°43'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 18 over MIDDLE FORK GORDON CREEK
Structure number:2000822
Location:1 KM EAST OF JCT SR 2
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:51.8 ft. [15.8 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,213 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodVery GoodExcellentExcellent221398.7
April 2016GoodVery GoodExcellentExcellent221398.7
May 2015GoodVery GoodExcellentExcellent203098.7
February 2013GoodExcellentExcellentExcellent206098.6
February 2012GoodExcellentExcellentExcellent206098.6
February 2010GoodExcellentExcellentExcellent206098.6
March 2009GoodExcellentExcellentExcellent209098.6
September 2008GoodExcellentExcellentExcellent209098.6
July 2007GoodExcellentExcellentExcellent209098.6
June 2006GoodExcellentExcellentExcellent216098.6
July 2005GoodExcellentExcellentExcellent216098.6
August 2004GoodExcellentExcellentExcellent260098.5
July 2003GoodExcellentExcellentExcellent260098.5
July 2002GoodExcellentExcellentExcellent260098.5
2000----260098.5