+36.14676, -91.51059
36°08'48" N, 91°30'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 354 SHARP CO. over CREEK
Structure number:0000000000M3265
Location:4.2 MI W SH 58 & SH 354
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1970
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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: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:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:97.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201697.5GoodGoodGoodGood-200
January 201497.5GoodGoodGoodGood-200
January 201297.5GoodGoodGoodGood-250
January 201097.5GoodGoodGoodGood-250
January 200897.5GoodGoodGoodGood-240
January 200673.9GoodGoodGoodGood-290
January 200473.7GoodGoodGoodGood-290
February 200273.7GoodGoodGoodGood-300
January 200073.7GoodGoodGoodGood-300
January 199878.4GoodGoodGoodGood-120
February 199678.4GoodGoodGoodGood-120
March 199478.4GoodGoodGoodGood-120
February 199278.4GoodGoodGoodVery Good-149