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BENT BROOK DR over POND

Map 

Coordinates:
+32.34637, -86.14539
32°20'47" N, 86°08'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BENT BROOK DR over POND
Structure number:016775
Location:0.2 S DUNWOODY PLACE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete continuous [2]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 1996]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$756,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 2014100.0Not deficientGoodGoodGood50
October 2012100.0Not deficientGoodGoodGood50
October 2010100.0Not deficientGoodGoodGood50
October 2008100.0Not deficientGoodGoodGood50
November 2006100.0Not deficientGoodGoodGood50
October 2004100.0Not deficientExcellentExcellentExcellent50
September 2002100.0Not deficientExcellentExcellentExcellent50
October 2000100.0Not deficientExcellentExcellentExcellent50
November 1998100.0Not deficientExcellentExcellentExcellent50
January 1997100.0Not deficientExcellentExcellentExcellent50