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EAST SCOTT ROAD over BRANCH CROOKED WOOD CK.

Map 

Coordinates:
+32.40056, -89.35514
32°24'02" N, 89°21'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST SCOTT ROAD over BRANCH CROOKED WOOD CK.
Structure number:SA6200000000156
Location:SEC_34_T 7N_R 9E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:840 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:82.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$250,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201582.7GoodGoodGoodVery Good-840
December 201382.7GoodGoodGoodVery Good-840
December 201161.1GoodGoodGoodVery Good-840
December 200961.1GoodGoodGoodVery Good-840
January 200861.1GoodGoodGoodVery Good-840
September 200565.8GoodGoodGoodVery Good-600
December 200365.8GoodGoodGoodVery Good-600
December 200165.7GoodGoodGoodVery Good-600
December 200065.7GoodVery GoodVery GoodVery Good-720