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EAST SCOTT ROAD over CROOKED WOOD CK

Map 

Coordinates:
+32.40180, -89.35519
32°24'06" N, 89°21'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST SCOTT ROAD over CROOKED WOOD CK
Structure number:SA6200000000096
Location:SEC 34 T 7N R 9E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 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:1997
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:2
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:840 [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: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: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:82.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$270,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201582.7Not deficientGoodGoodGood840
December 201382.7Not deficientGoodGoodGood840
December 201161.1Not deficientGoodGoodGood840
December 200961.1Not deficientGoodGoodGood840
January 200861.1Not deficientGoodGoodGood840
September 200565.8Not deficientGoodGoodGood600
December 200365.8Not deficientGoodGoodGood600
December 200165.7Not deficientGoodGoodGood600
December 199962.7Not deficientVery GoodVery GoodVery Good720
December 199762.7Not deficientVery GoodVery GoodVery Good720
December 199516.6Structurally deficientSatisfactorySatisfactoryFair720