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CLIFTON HILLSBORO over HALEY CREEK

Map 

Coordinates:
+32.47271, -89.58142
32°28'22" N, 89°34'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLIFTON HILLSBORO over HALEY CREEK
Structure number:SA6200000000078
Location:SEC 9 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:57.1 ft. [17.4 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: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:Bituminous [6]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:85.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201585.1GoodVery GoodVery GoodGood-500
December 201385.1GoodVery GoodVery GoodVery Good-500
December 201164.4GoodVery GoodVery GoodVery Good-500
December 200964.4GoodVery GoodVery GoodVery Good-500
January 200866.4GoodVery GoodVery GoodVery Good-480
October 200565.4GoodVery GoodVery GoodVery Good-510
December 200365.4GoodVery GoodVery GoodVery Good-510
December 200165.4GoodVery GoodVery GoodVery Good-510
January 200066.5GoodVery GoodVery GoodVery Good-430
November 199766.5GoodVery GoodVery GoodVery Good-430
December 199518.1FairGoodGoodFairSD430