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I65 over CLOVERLAND DITCH

Map 

Coordinates:
+32.32939, -86.33392
32°19'46" N, 86°20'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I65 over CLOVERLAND DITCH
Structure number:009278
Old structure number:00000I655100960 (from 1992 edition)
Location:0.1 MI.N.OF S.BYPASS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1967
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:67,450 [as of 2013]
Truck traffic:16% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:97.8 tons [88.9 metric tons]
Inventory rating:97.8 tons [88.9 metric tons]
Sufficiency rating:70.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,536,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201570.0Not deficient---67450
April 201370.0Not deficient---67450
April 201170.0Not deficient---64230
February 200970.0Not deficient---70120
March 200737.0Not deficient---66950
February 200543.0Structurally deficient---64510
January 200370.0Not deficient---60450
March 200170.0Not deficient---60450
April 199970.0Not deficient---56780
March 199770.0Not deficient---59210
March 199570.0Not deficient---49710
February 199370.0Not deficient---43990
January 199170.0Not deficient---42490