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LOCAL ROAD over HURRICANE CREEK

Map 

Coordinates:
+30.48597, -91.11254
30°29'09" N, 91°06'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HURRICANE CREEK
Structure number:611730292910671
Location:.7 MI.NE-LA37, US61
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:113.9 ft. [34.7 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:36.1 ft. [11.0 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 9 / H 10 [1]
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: February 2016 

Status:Bridge closed to all traffic [K]
Average daily traffic:1,000 [as of 1980]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Critical [2 out of 9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Evaluation:Structurally deficient [1]
Sufficiency rating:23.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201623.1Structurally deficientGoodGoodCritical1000
February 201423.1Structurally deficientGoodGoodCritical1000
February 201258.7Not deficientGoodGoodFair1000
February 201058.7Not deficientGoodGoodFair1000
February 200877.7Not deficientGoodGoodSatisfactory1000
April 200677.7Not deficientGoodGoodSatisfactory1000
July 200477.7Not deficientGoodVery GoodSatisfactory1000
August 200277.7Not deficientGoodVery GoodSatisfactory1000
August 200077.7Not deficientGoodVery GoodSatisfactory1000
June 199879.7Not deficientGoodVery GoodSatisfactory1000
May 199667.6Not deficientGoodGoodFair1000
September 199367.7Not deficientGoodGoodFair1000
September 199167.7Not deficientGoodGoodFair1000