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CLIFTON HILLSBORO over SHOESOLE CREEK

Map 

Coordinates:
+32.46294, -89.55888
32°27'47" N, 89°33'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLIFTON HILLSBORO over SHOESOLE CREEK
Structure number:SA6200000000079
Location:SEC 10 T 7N R 7E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1996
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:3
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:780 [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:Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:80.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201580.8GoodGoodGoodGood-780
December 201380.8GoodGoodGoodGood-780
December 201159.2GoodGoodGoodGood-780
December 200959.2GoodVery GoodVery GoodVery Good-780
January 200859.2GoodVery GoodVery GoodVery Good-780
October 200559.2GoodVery GoodVery GoodVery Good-840
December 200362.2GoodVery GoodVery GoodVery Good-740
December 200162.2GoodVery GoodVery GoodVery Good-740
December 199962.2GoodVery GoodVery GoodVery Good-700
November 199762.2GoodVery GoodVery GoodVery Good-700
December 199524.2PoorGoodSatisfactoryPoorSD700