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SR 229 over LITTLE LAUGHERY CREEK

Map

Coordinates:
+39.26000, -85.24333
39°15'36" N, 85°14'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 229 over LITTLE LAUGHERY CREEK
Structure number:029340
Location:03.81 S SR 46
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1996
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,682 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:82.8 tons [75.3 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:98.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201698.5GoodGoodGoodVery Good-1682
April 201498.5FairSatisfactorySatisfactoryVery Good-1682
April 201298.5FairSatisfactorySatisfactoryVery Good-1682
May 201098.5FairSatisfactorySatisfactoryVery Good-1682
June 200898.5GoodGoodGoodVery Good-1682
June 200698.7GoodGoodGoodVery Good-1682
June 200498.5GoodGoodGoodVery Good-1682
September 200298.5GoodVery GoodVery GoodVery Good-1649
September 200098.6GoodVery GoodVery GoodVery Good-1279
October 199898.6GoodVery GoodVery GoodVery Good-1279
January 199798.6GoodExcellentExcellentExcellent-1279
July 199559.3FairFairFairFairFO1279
October 199346.1PoorFairFairPoorSD1100
June 19923.0PoorFairFairCriticalSD1100
May 19893.0PoorSeriousFairCriticalSD1100