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LOCAL ROAD over HURRICANE CR.

Map 

Coordinates:
+30.48694, -91.14543
30°29'13" N, 91°08'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HURRICANE CR.
Structure number:611730292910871
Location:MOH.-PRES. CROSS. B.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,024 [as of 1979]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$234,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201578.8Functionally obsolete---4024
July 201378.8Functionally obsolete---4024
July 201178.8Functionally obsolete---4024
July 200978.8Functionally obsolete---4024
July 200778.8Functionally obsolete---4024
July 200578.8Functionally obsolete---4024
October 200378.8Functionally obsolete---4024
November 200178.8Functionally obsolete---4024
February 200078.8Functionally obsolete---4024
April 199879.8Functionally obsolete---4024
May 199679.8Functionally obsolete---4024
June 199382.5Not deficient---4024
June 199182.5Not deficient---4024