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I 59/20 over BRANCH

Map 

Coordinates:
+33.50000, -86.86667
33°30'00" N, 86°52'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 59/20 over BRANCH
Structure number:008974
Old structure number:00000I593702020 (from 1992 edition)
Location:0.1 MI NO JCT AL 269
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1966
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:97,900 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:68.9
Estimated cost of work:$2,794,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201568.9Not deficient---97900
September 201368.9Not deficient---97900
October 201168.9Not deficient---97190
September 200968.5Not deficient---101190
August 200771.5Not deficient---100990
August 200570.9Not deficient---106450
July 200371.1Not deficient---104290
July 200171.1Not deficient---104290
August 199971.2Not deficient---103440
September 199771.9Not deficient---97520
August 199574.3Not deficient---95100
September 199374.8Not deficient---90060
September 199175.3Not deficient---84700