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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201585.1Not deficientVery GoodVery GoodGood500
December 201385.1Not deficientVery GoodVery GoodVery Good500
December 201164.4Not deficientVery GoodVery GoodVery Good500
December 200964.4Not deficientVery GoodVery GoodVery Good500
January 200866.4Not deficientVery GoodVery GoodVery Good480
October 200565.4Not deficientVery GoodVery GoodVery Good510
December 200365.4Not deficientVery GoodVery GoodVery Good510
December 200165.4Not deficientVery GoodVery GoodVery Good510
January 200066.5Not deficientVery GoodVery GoodVery Good430
November 199766.5Not deficientVery GoodVery GoodVery Good430
December 199518.1Structurally deficientGoodGoodFair430