Share:

US0061 over WARD'S CREEK

Map 

Coordinates:
+30.43591, -91.08383
30°26'09" N, 91°05'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0061 over WARD'S CREEK
Structure number:611700079002771
Location:61170079002771
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:7.9 ft. [2.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:124.0 ft. [37.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:58,500 [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: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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$243,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201473.9Functionally obsolete---58500
July 201274.2Functionally obsolete---56000
August 201074.3Functionally obsolete---55300
August 200874.7Functionally obsolete---52500
August 200676.6Not deficient---47100
August 200476.3Not deficient---50400
August 200276.3Not deficient---49800
August 200074.5Not deficient---48731
August 199874.1Not deficient---52254
August 199673.9Not deficient---53299
August 199475.2Not deficient---52505
August 199275.0Not deficient---54903
August 199075.0Not deficient---54903