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LINGLE RD over CREEK TO WHITE RIVER

Map

Coordinates:
+39.37333, -86.61167
39°22'24" N, 86°36'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINGLE RD over CREEK TO WHITE RIVER
Structure number:5500124
Location:00.35 E OF S VICKERY RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.6 ft. [13.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:320 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:82.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$596,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201682.1FairSatisfactorySatisfactorySatisfactory-320
August 201482.1FairSatisfactorySatisfactorySatisfactory-320
August 201249.3FairFairFairFair-280
September 201049.1FairFairFairFair-280
April 200850.1FairFairFairFair-265
March 200661.1FairSatisfactoryGoodSatisfactory-265
March 200465.6FairSatisfactoryGoodSatisfactory-250
April 200265.6FairSatisfactoryGoodSatisfactory-250
April 200065.8FairSatisfactoryGoodSatisfactory-250
May 199865.6FairSatisfactoryGoodSatisfactory-250
May 199665.6FairSatisfactoryGoodSatisfactory-220
May 199465.3GoodGoodGoodGood-220
June 199265.0FairVery GoodVery GoodSatisfactory-220
June 199063.0FairVery GoodVery GoodSatisfactory-200