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OLD HILLSBORO RD over RELIEF FOR TALLABOGUE CK

Map 

Coordinates:
+32.40584, -89.48018
32°24'21" N, 89°28'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HILLSBORO RD over RELIEF FOR TALLABOGUE CK
Structure number:SA6200000000091
Location:SEC 33 T 7N R 8E B
Purpose:Carries highway over relief for waterway
Route classification:Local (Rural) [09]
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:1966
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 

Status:Posted for load [P]
Average daily traffic:510 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:24.3
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 201524.3Structurally deficientGoodGoodPoor510
December 201424.3Structurally deficientGoodGoodPoor510
December 201324.3Structurally deficientGoodGoodPoor510
December 201251.5Not deficientGoodGoodFair510
January 201150.7Not deficientGoodGoodFair510
December 200950.7Not deficientGoodGoodFair510
January 200950.7Not deficientGoodGoodFair510
January 200850.7Not deficientGoodGoodFair510
October 200553.3Not deficientGoodGoodFair400
December 200353.3Not deficientGoodGoodFair400
December 200163.3Not deficientGoodGoodSatisfactory400
December 199963.3Not deficientVery GoodVery GoodGood400
December 199763.3Not deficientVery GoodVery GoodGood400
December 199563.3Not deficientVery GoodVery GoodGood400