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SH 56 SHARP over MILL CREEK

Map

Coordinates:
+36.06573, -91.61024
36°03'57" N, 91°36'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 56 SHARP over MILL CREEK
Structure number:000000000005492
Location:0.10 MI EAST US 167
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:390 [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 the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:93.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201593.1GoodGoodGoodGood-390
February 201393.2GoodGoodGoodGood-280
February 201193.2GoodGoodGoodGood-280
February 200984.4GoodGoodGoodGood-280
February 200784.4GoodGoodGoodGood-280
February 200584.3GoodGoodGoodGood-340
February 200284.1GoodGoodGoodGood-280
January 200084.1GoodGoodGoodGood-280
January 199888.7GoodGoodGoodGood-160
February 199688.7GoodGoodGoodGood-160
February 199488.7GoodGoodGoodGood-160
February 199288.7GoodGoodGoodGood-182