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LOCAL ROAD over CLAY CUT BAYOU

Map

Coordinates:
+30.39074, -91.04127
30°23'27" N, 91°02'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LOCAL ROAD over CLAY CUT BAYOU
Structure number:611730235910251
Location:3.0 MI SE JCT I-12 U
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [as of 1975]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:80.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201780.4GoodGoodGoodGood-190
May 201580.2GoodGoodGoodGood-190
June 201380.2GoodGoodGoodGood-190
June 201183.4GoodGoodGoodGood-190
June 200983.4GoodGoodGoodGood-190
January 200882.4GoodGoodGoodGood-190
February 200682.4GoodGoodGoodGood-190
March 200482.4GoodGoodGoodGood-190
April 200282.4GoodGoodGoodGood-190
May 200082.4GoodGoodGoodGood-190
May 199885.4GoodGoodGoodGood-190
May 199685.4FairSatisfactorySatisfactorySatisfactory-190
July 199382.9FairSatisfactorySatisfactorySatisfactory-190
June 199182.9FairSatisfactorySatisfactorySatisfactory-190