+36.02455, -91.37603
36°01'28" N, 91°22'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 115 SHARP over BIG CREEK
Structure number:000000000003682
Location:1.35 MI W OF LAWRENCE CO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Steel [3]
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: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:830 [as of 2014]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:75.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201575.9FairSatisfactorySatisfactorySatisfactory-830
June 201375.9FairSatisfactorySatisfactorySatisfactory-830
May 201178.9FairSatisfactorySatisfactorySatisfactory-790
May 200960.1FairSatisfactorySatisfactorySatisfactory-790
May 200759.9FairSatisfactorySatisfactorySatisfactory-880
May 200560.0FairSatisfactorySatisfactorySatisfactory-840
April 200460.0FairSatisfactorySatisfactorySatisfactory-840
May 200259.5FairSatisfactorySatisfactorySatisfactory-980
April 200061.1FairSatisfactorySatisfactorySatisfactory-720
February 199861.1FairSatisfactorySatisfactoryGood-720
March 199660.9FairSatisfactorySatisfactoryGood-320
February 199460.9FairSatisfactorySatisfactoryGood-320
March 199266.9FairGoodSatisfactoryGood-401