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SR 48 over LAUGHERY CREEK

Map

Coordinates:
+39.19833, -85.24833
39°11'54" N, 85°14'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 48 over LAUGHERY CREEK
Structure number:017850
Location:01.70 E SR 229
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:71.5 ft. [21.8 m]
Total length:215.6 ft. [65.7 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans 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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:840 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:88.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201688.6FairGoodFairGood-840
August 201488.6FairGoodFairGood-840
August 201288.6FairVery GoodFairSatisfactory-840
September 201088.6FairVery GoodFairSatisfactory-840
August 200895.5FairFairSatisfactorySatisfactory-1119
August 200695.7GoodGoodGoodGood-1119
September 200495.5GoodGoodGoodGood-1119
December 200295.5GoodGoodGoodGood-1097
January 200195.5GoodGoodGoodGood-1097
February 199996.6GoodGoodGoodGood-851
May 199796.6GoodGoodGoodGood-851
May 199596.6GoodGoodGoodGood-851
July 199396.8GoodGoodGoodGood-500
February 199296.8GoodGoodGoodGood-500
May 198996.8GoodGoodGoodGood-500