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CHESTNUT STREET over 3 MI BRANCH

Map 

Coordinates:
+32.36733, -86.26830
32°22'02" N, 86°16'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHESTNUT STREET over 3 MI BRANCH
Structure number:016199
Location:.2 MI EAST ANN ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.1 ft. [4.3 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:3,600 [as of 1995]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:71.6 tons [65.1 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:84.6
Estimated cost of work:$784,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.6Not deficient---3600
August 201284.6Not deficient---3600
August 201084.6Not deficient---3600
August 200884.6Not deficient---3600
August 200685.6Not deficient---3600
August 200485.6Not deficient---3600
August 200285.6Not deficient---3600
August 200085.6Not deficient---3600
July 199885.6Not deficient---3600
July 199685.6Not deficient---3600
May 199588.2Not deficient---3600