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PONCE DE LEON over LULLWATER CREEK

Map 

Coordinates:
+33.77397, -84.33630
33°46'26" N, 84°20'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PONCE DE LEON over LULLWATER CREEK
Structure number:000000008900010
Location:2.5 MI W OF DECATUR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.1 ft. [4.3 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Owner:State Highway Agency [01]
Year built:1922
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:31,650 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:43.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$888,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201643.1PoorFairFairPoorSD31650
April 201443.1PoorFairFairPoorSD31650
April 201243.1PoorFairFairPoorSD31650
June 201044.3PoorFairFairPoorSD27760
September 200844.3PoorFairFairPoorSD27760
June 200621.0PoorFairFairSeriousSD26520
May 200421.0PoorFairFairSeriousSD27210
March 200221.0PoorFairFairSeriousSD33600
March 200058.6FairFairFairFairFO33330
October 199856.6FairFairFairFairFO33330
October 199556.1FairFairFairFairFO33330
November 199356.1FairFairFairFairFO33330
December 199156.1FairFairFairFairFO33330