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LULLWATER PKWY over LULLWATER CREEK

Map

Coordinates:
+33.77908, -84.33288
33°46'45" N, 84°19'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LULLWATER PKWY over LULLWATER CREEK
Structure number:000000008950400
Location:NE ATLANTA CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:2,202 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:60.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$152,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201660.4GoodGoodGoodGoodFO2202
April 201460.4GoodGoodGoodGoodFO2202
April 201260.4FairSatisfactorySatisfactorySatisfactoryFO2202
June 201062.5FairSatisfactorySatisfactorySatisfactoryFO1900
September 200862.5FairSatisfactorySatisfactorySatisfactoryFO1900
June 200660.5FairSatisfactorySatisfactorySatisfactoryFO2010
May 200462.5FairSatisfactorySatisfactorySatisfactoryFO1560
June 200262.5FairSatisfactorySatisfactorySatisfactoryFO1560
July 200064.1FairSatisfactorySatisfactorySatisfactoryFO1820
July 199864.1FairSatisfactorySatisfactorySatisfactoryFO1720
February 199664.0FairSatisfactorySatisfactorySatisfactoryFO1710
February 199464.0FairSatisfactorySatisfactorySatisfactoryFO1710
February 199264.0FairSatisfactorySatisfactorySatisfactoryFO1640