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LOCAL ROAD over HURRICANE CREEK

Map 

Coordinates:
+30.48621, -91.10826
30°29'10" N, 91°06'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HURRICANE CREEK
Structure number:611730292910641
Location:.8 MI.NE-LA 37-LA 61
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1965
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1980]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:62.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201462.6Not deficientGoodGoodFair1000
April 201262.6Not deficientGoodGoodFair1000
April 201073.6Not deficientGoodGoodGood1000
April 200877.7Not deficientGoodGoodGood1000
May 200677.7Not deficientGoodGoodGood1000
May 200477.7Not deficientGoodGoodGood1000
April 200277.7Not deficientGoodGoodGood1000
May 200077.7Not deficientGoodGoodGood1000
May 199878.7Not deficientGoodGoodGood1000
May 199678.7Not deficientGoodSatisfactorySatisfactory1000
October 199378.7Not deficientGoodSatisfactorySatisfactory1000
October 199178.7Not deficientGoodSatisfactorySatisfactory1000