US0061 over WARD'S CREEK


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


Name:US0061 over WARD'S CREEK
Structure number:611700079002771
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:59,300 [as of 2015]
Truck traffic:11% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:73.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$243,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201673.8Fair6 out of 10FO59300
July 201473.9Fair6 out of 10FO58500
July 201274.2Fair6 out of 10FO56000
August 201074.3Good8 out of 10FO55300
August 200874.7Good8 out of 10FO52500
August 200676.6Good8 out of 10-47100
August 200476.3Good8 out of 10-50400
August 200276.3Good8 out of 10-49800
August 200074.5Good8 out of 10-48731
August 199874.1Good8 out of 10-52254
August 199673.9Good8 out of 10-53299
August 199475.2Good8 out of 10-52505
August 199275.0Good8 out of 10-54903
August 199075.0Good8 out of 10-54903