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CAVEHILL ROAD over LAUGHERY CREEK

Map

Coordinates:
+39.00250, -85.18583
39°00'09" N, 85°11'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAVEHILL ROAD over LAUGHERY CREEK
Structure number:6900009
Location:00.05 S OF CR 425S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:76.8 ft. [23.4 m]
Total length:161.4 ft. [49.2 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1910
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:145 [as of 2016]
Truck traffic:4% 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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Sufficiency rating:49.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,000,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201649.9Fair5 out of 10FO145
October 201448.9Fair5 out of 10FO145
November 201248.9Fair5 out of 10FO145
November 201067.8Fair5 out of 10-145
August 200845.7PoorN out of 10SD145
May 200645.7PoorN out of 10SD145
May 200446.7PoorN out of 10SD135
May 200246.7PoorN out of 10SD135
January 200047.9FairN out of 10FO135
January 199847.7FairN out of 10FO135
May 199647.7FairN out of 10FO125
April 199448.7FairN out of 10FO125
February 199266.1FairN out of 10-125
February 199044.0FairN out of 10-100