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US 80 over DITCH

Map 

Coordinates:
+32.35708, -89.39296
32°21'25" N, 89°23'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 over DITCH
Structure number:210008006209380
Location:5.1 MI E SR 35
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:51.2 tons [46.5 metric tons]
Inventory rating:30.6 tons [27.8 metric tons]
Sufficiency rating:79.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$452,000,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201779.1Fair5 out of 10-5300
January 201590.9Good7 out of 10-5300
January 201388.9Good7 out of 10-5300
December 201089.1Good7 out of 10-5100
November 200889.0Good7 out of 10-5200
November 200690.0Good7 out of 10-5200
January 200591.2Good7 out of 10-6000
February 200392.2Good7 out of 10-5000
January 200191.5Good7 out of 10-5700
February 199991.5Good7 out of 10-5700
April 199766.1Good7 out of 10FO5700
April 199566.3Good7 out of 10FO5500
October 199166.8Good7 out of 10FO5090
December 198959.5Good7 out of 10FO4750