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CR 79/14 over CABIN CREEK

Map

Coordinates:
+38.08886, -81.44779
38°05'20" N, 81°26'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 79/14 over CABIN CREEK
Structure number:00000000020A746
Location:0.01 MI W OF CR 79/3
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:13.1 ft. [4.0 m]
Total length:48.2 ft. [14.7 m]
Roadway width between curbs:10.2 ft. [3.1 m]
Deck width edge-to-edge:12.1 ft. [3.7 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:107 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$125,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair5 out of 1010756.8
August 2015Fair5 out of 1010056.8
August 2013FairN out of 1010067.8
August 2011FairN out of 1010067.8
August 2009FairN out of 1010067.5
September 2007FairN out of 1010067.5
September 2005FairN out of 1010067.5
September 2003FairN out of 109067.5
September 2001FairN out of 109067.5
October 1999FairN out of 109067.5
December 1997FairN out of 109067.5