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SH 354 SHARP CO. over CREEK

Map

Coordinates:
+36.14676, -91.51059
36°08'48" N, 91°30'38" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.496494200
Deck
Reinforced Concrete Top Flangesq. ft.1,7771,7611600
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.116112400
Reinforced Concrete Pier Caplinear ft.3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.124124000
Steel Protective Coatingsq. ft.378378000