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US0061 over HURRICANE CREEK

Map 

Coordinates:
+30.48502, -91.11891
30°29'06" N, 91°07'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0061 over HURRICANE CREEK
Structure number:611700079006761
Location:61170079006761
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:226.4 ft. [69.0 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1968
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:40,500 [as of 2014]
Truck traffic:11% of total traffic
Structural appraisal:Unknown [*]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$313,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.1Functionally obsolete---40500
April 201276.0Functionally obsolete---41500
July 201076.0Functionally obsolete---41100
July 200876.0Functionally obsolete---41100
July 200677.7Not deficient---38200
July 200477.3Not deficient---40900
July 200277.4Not deficient---40700
July 200075.3Not deficient---41180
July 199875.5Not deficient---39289
July 199675.5Not deficient---39289
July 199476.3Not deficient---40827
July 199276.3Not deficient---40264
July 199076.3Not deficient---40264