US 63 Sharp Co. over CABIN CREEK


+36.30381, -91.44773
36°18'14" N, 91°26'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 63 Sharp Co. over CABIN CREEK
Structure number:0000000000A1137
Location:2.5 MI E JCT US 62
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:42.0 ft. [12.8 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1953
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,900 [as of 2014]
Truck traffic:20% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:61.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$737,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201561.1GoodGoodGoodGoodFO6900
April 201361.1GoodGoodGoodGoodFO6900
May 201161.1GoodGoodGoodGoodFO7100
May 201043.0GoodGoodGoodGoodFO7100
April 200943.0GoodGoodGoodGoodFO7100
May 200843.0GoodGoodGoodGoodFO6900
May 200743.0GoodGoodGoodGoodFO6800
April 200555.1GoodGoodGoodGoodFO6800
April 200455.1GoodGoodGoodGoodFO6800
April 200254.8GoodGoodGoodGoodFO7600
April 200054.8FairGoodSatisfactoryGoodFO6600
February 199854.8GoodVery GoodGoodVery GoodFO6600
February 199657.0GoodVery GoodGoodVery GoodFO3330
February 199457.0GoodVery GoodGoodVery GoodFO3330
February 199254.8GoodVery GoodGoodVery GoodFO5397

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.1,0921,092000
Steel Protective Coatingsq. ft.252002520