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SR 229 over LAUGHERY CREEK

Map

Coordinates:
+39.24667, -85.24833
39°14'48" N, 85°14'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 229 over LAUGHERY CREEK
Structure number:029330
Location:04.31 N SR 48
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.5 ft. [15.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:918 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201599.5GoodVery GoodVery GoodGood-918
August 201399.5GoodExcellentExcellentGood-918
July 201291.1PoorPoorSatisfactorySatisfactorySD1564
August 201090.9PoorPoorSatisfactorySatisfactorySD1564
August 200890.9PoorPoorSatisfactorySatisfactorySD1564
August 200695.6FairFairGoodGood-1564
August 200495.2FairFairGoodGood-1564
November 200296.2FairSatisfactoryGoodGood-1533
December 200096.2FairSatisfactoryGoodGood-1533
January 199996.4FairSatisfactoryGoodGood-1189
April 199796.4GoodGoodGoodGood-1189
April 199596.4GoodGoodGoodGood-1189
July 199396.6GoodGoodGoodGood-800
February 199291.6GoodGoodGoodGood-800
May 198991.6FairSatisfactoryGoodGood-800