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CAVEHILL ROAD over BRANCH OF LAUGHERY CREEK

Map

Coordinates:
+38.99583, -85.11833
38°59'45" N, 85°07'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAVEHILL ROAD over BRANCH OF LAUGHERY CREEK
Structure number:6900014
Location:01.43 SE CR 350E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.2 ft. [8.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.5GoodGoodGoodGoodFO150
November 201493.5GoodGoodVery GoodGood-150
November 201294.4GoodGoodVery GoodGood-145
November 201096.4GoodGoodVery GoodGood-145
August 200894.4GoodGoodVery GoodVery Good-145
May 200694.4GoodGoodVery GoodVery Good-145
May 200495.4GoodVery GoodVery GoodVery Good-135
April 200295.4GoodVery GoodVery GoodVery Good-135
January 200097.4GoodVery GoodVery GoodVery Good-135
January 199898.9GoodVery GoodVery GoodVery Good-135
May 199616.2PoorSatisfactoryPoorFairSD125
April 199416.1PoorSatisfactoryPoorFairSD125
February 199216.1PoorSatisfactorySeriousFairSD125
February 199034.8PoorSatisfactorySeriousFairSD100