Share:

CR 34/8 over EIGHTEENMILE CREEK

Map

Coordinates:
+38.61750, -81.84333
38°37'03" N, 81°50'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 34/8 over EIGHTEENMILE CREEK
Structure number:00000000040A036
Location:0.11 MI N OF CR 4/1
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:215.6 ft. [65.7 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
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: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:280 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 replacement [2]
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:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood28080.0
July 2016GoodVery GoodVery GoodGood25080.0
July 2014GoodVery GoodVery GoodVery Good25080.0
June 2012GoodVery GoodVery GoodVery Good25080.0
August 2010GoodVery GoodVery GoodVery Good42080.0
July 2008GoodVery GoodVery GoodVery Good42080.0
August 2006GoodVery GoodVery GoodVery Good40080.0
August 2004GoodVery GoodVery GoodVery Good40080.0
September 2002GoodVery GoodVery GoodVery Good40080.0
October 2000GoodVery GoodVery GoodVery Good30080.0
December 1998GoodVery GoodVery GoodVery Good30080.0
January 1997GoodVery GoodVery GoodVery Good30080.0
February 1995GoodExcellentExcellentVery Good30080.0
July 1993GoodExcellentExcellentVery Good30080.0
August 1991GoodExcellentExcellentVery Good30080.0