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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 2014 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201443.1Structurally deficientFairFairPoor31650
April 201243.1Structurally deficientFairFairPoor31650
June 201044.3Structurally deficientFairFairPoor27760
September 200844.3Structurally deficientFairFairPoor27760
June 200621.0Structurally deficientFairFairSerious26520
May 200421.0Structurally deficientFairFairSerious27210
March 200221.0Structurally deficientFairFairSerious33600
March 200058.6Functionally obsoleteFairFairFair33330
October 199856.6Functionally obsoleteFairFairFair33330
October 199556.1Functionally obsoleteFairFairFair33330
November 199356.1Functionally obsoleteFairFairFair33330
December 199156.1Functionally obsoleteFairFairFair33330