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CR 11 over EIGHTEEN MILE CREEK

Map

Coordinates:
+38.61766, -81.84820
38°37'04" N, 81°50'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 11 over EIGHTEEN MILE CREEK
Structure number:00000000040A010
Location:0.12 MI W OF CR 34/8
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:98.4 ft. [30.0 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2013]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:81.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$350,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodGood45081.7
June 2012GoodVery GoodVery GoodVery Good30081.8
July 2008GoodVery GoodVery GoodVery Good30081.8
August 2004GoodVery GoodVery GoodVery Good30081.8
August 2000GoodVery GoodVery GoodVery Good30081.8
September 1998GoodVery GoodVery GoodVery Good30081.8
October 1996GoodVery GoodVery GoodVery Good30081.8
November 1994GoodVery GoodVery GoodVery Good30081.8
January 1993GoodExcellentVery GoodVery Good35081.8
February 1991GoodExcellentExcellentVery Good35082.8