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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:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
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:74.8 tons [68.0 metric tons]
Inventory rating:44.8 tons [40.7 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$557,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 2016100.0GoodGoodGoodGood-50
October 2014100.0GoodGoodGoodGood-50
October 2012100.0GoodGoodGoodGood-50
October 2010100.0GoodGoodGoodGood-50
October 2008100.0GoodGoodGoodGood-50
November 2006100.0GoodGoodGoodGood-50
October 2004100.0GoodExcellentExcellentExcellent-50
September 2002100.0GoodExcellentExcellentExcellent-50
October 2000100.0GoodExcellentExcellentExcellent-50
November 1998100.0GoodExcellentExcellentExcellent-50
January 1997100.0GoodExcellentExcellentExcellent-50