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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201577.7Functionally obsoleteGoodGoodGood1600
December 201377.7Functionally obsoleteGoodGoodGood1600
December 201155.5Functionally obsoleteGoodGoodGood1600
December 200955.5Functionally obsoleteVery GoodVery GoodVery Good1600
January 200855.5Functionally obsoleteVery GoodVery GoodVery Good1600
October 200558.4Not deficientVery GoodVery GoodVery Good920
December 200358.4Not deficientVery GoodVery GoodVery Good920
December 200158.4Not deficientVery GoodVery GoodVery Good920
December 199958.4Not deficientVery GoodVery GoodVery Good920
November 199758.4Not deficientVery GoodVery GoodVery Good920
December 199518.3Structurally deficientSatisfactoryFairPoor920