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I 59 over WOODLAWN CREEK

Map 

Coordinates:
+33.54653, -86.74459
33°32'47" N, 86°44'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 59 over WOODLAWN CREEK
Structure number:011093
Location:I 59 * 3 RD AVE N
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:12.1 ft. [3.7 m]
Total length:36.1 ft. [11.0 m]
Skew angle:67°
Owner:State Highway Agency [01]
Year built:1974
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:77,800 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:97.8 tons [88.9 metric tons]
Inventory rating:97.8 tons [88.9 metric tons]
Sufficiency rating:83.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,848,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201583.0Not deficient---77800
February 201383.0Not deficient---78240
August 201183.0Not deficient---78330
August 200983.0Not deficient---81560
August 200783.0Not deficient---40700
August 200583.0Not deficient---38080
August 200383.0Not deficient---37485
August 200183.0Not deficient---37485
September 199985.0Not deficient---73620
September 199785.0Not deficient---68620
August 199585.0Not deficient---67570
September 199385.0Not deficient---62300
November 199185.0Not deficient---61570