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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 2014 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201460.4Functionally obsoleteGoodGoodGood2202
April 201260.4Functionally obsoleteSatisfactorySatisfactorySatisfactory2202
June 201062.5Functionally obsoleteSatisfactorySatisfactorySatisfactory1900
September 200862.5Functionally obsoleteSatisfactorySatisfactorySatisfactory1900
June 200660.5Functionally obsoleteSatisfactorySatisfactorySatisfactory2010
May 200462.5Functionally obsoleteSatisfactorySatisfactorySatisfactory1560
June 200262.5Functionally obsoleteSatisfactorySatisfactorySatisfactory1560
July 200064.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1820
July 199864.1Functionally obsoleteSatisfactorySatisfactorySatisfactory1720
February 199664.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1710
February 199464.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1710
February 199264.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1640