Share:

CR 38 over HARMONS CREEK

Map

Coordinates:
+38.48733, -81.74088
38°29'14" N, 81°44'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 38 over HARMONS CREEK
Structure number:00000000040A108
Location:0.04 MI W OF CR 38/3
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:39.4 ft. [12.0 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1993
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,820 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodVery Good182079.0
July 2015GoodGoodGoodVery Good170079.0
June 2013GoodGoodGoodVery Good40081.0
June 2011GoodVery GoodVery GoodVery Good40081.0
July 2007GoodVery GoodVery GoodVery Good60079.0
July 2003GoodVery GoodVery GoodVery Good40081.0
August 1999GoodVery GoodVery GoodVery Good25084.0
October 1997GoodVery GoodVery GoodVery Good25084.0
November 1995GoodExcellentExcellentVery Good25083.8
November 1993GoodExcellentExcellentVery Good25083.8