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HILLSBORO LUDLOWRD over RELIEF FOR SHOCKALOO CK

Map 

Coordinates:
+32.49899, -89.53976
32°29'56" N, 89°32'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLSBORO LUDLOWRD over RELIEF FOR SHOCKALOO CK
Structure number:SA6200000000117
Location:SEC 36 T 8N R 7E B
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 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:4
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:1,600 [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:Basically intolerable requiring high priority of corrrective action [3]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:77.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$340,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201577.7GoodGoodGoodGoodFO1600
December 201377.7GoodGoodGoodGoodFO1600
December 201155.5GoodGoodGoodGoodFO1600
December 200955.5GoodVery GoodVery GoodVery GoodFO1600
January 200855.5GoodVery GoodVery GoodVery GoodFO1600
October 200558.4GoodVery GoodVery GoodVery Good-920
December 200358.4GoodVery GoodVery GoodVery Good-920
December 200158.4GoodVery GoodVery GoodVery Good-920
December 199958.4GoodVery GoodVery GoodVery Good-920
November 199758.4GoodVery GoodVery GoodVery Good-920
December 199518.3PoorSatisfactoryFairPoorSD920