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OLD SR 267 over CLARKS CREEK

Map

Coordinates:
+39.65722, -86.39972
39°39'26" N, 86°23'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD SR 267 over CLARKS CREEK
Structure number:3200213
Location:00.30 N SR 267
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:47.6 ft. [14.5 m]
Total length:122.4 ft. [37.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 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]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,850 [as of 2014]
Truck traffic:15% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201697.6GoodGoodGoodVery Good-5850
June 201497.6GoodGoodGoodVery Good-5850
June 201297.8GoodGoodGoodVery Good-5180
September 201097.8GoodGoodGoodVery Good-5180
July 200898.1GoodGoodGoodVery Good-3958
July 200698.1GoodGoodGoodVery Good-3958
June 200498.1GoodVery GoodGoodVery Good-3958
July 200299.1GoodVery GoodGoodVery Good-3958
July 200099.1GoodVery GoodVery GoodVery Good-3657
June 199899.3GoodVery GoodVery GoodVery Good-3000
May 199653.6Poor-PoorFairSD3000
November 199453.6Poor-PoorFairSD3000
July 199275.6Fair-FairFair-3000
June 199054.9FairSatisfactoryFairFair-3000