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PONCE DE LEON over LULLWATER CREEK

Map

Coordinates:
+33.77397, -84.33630
33°46'26" N, 84°20'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0781,072060
Deck
Reinforced Concrete Decksq. ft.6,1746,1240500
Substructure
Reinforced Concrete Columneach3635010
Reinforced Concrete Abutmentlinear ft.126900360
Reinforced Concrete Pier Caplinear ft.378378000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.196196000
Coatings
Wearing Surfacessq. ft.6,1746,174000