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PIEDMONT ROAD over PEACHTREE CREEK

Map 

Coordinates:
+33.81700, -84.36684
33°49'01" N, 84°22'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PIEDMONT ROAD over PEACHTREE CREEK
Structure number:000000012101110
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:223.1 ft. [68.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:36,980 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:69.3 tons [63.0 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,733,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201571.3Functionally obsoleteSatisfactoryGoodGood36980
July 201371.3Functionally obsoleteSatisfactoryGoodGood36980
July 201170.7Functionally obsoleteSatisfactoryGoodGood40230
July 200970.8Functionally obsoleteSatisfactoryGoodGood39540
August 200770.8Functionally obsoleteSatisfactoryGoodGood39620
July 200568.3Functionally obsoleteSatisfactoryGoodGood53420
July 200368.5Functionally obsoleteSatisfactoryGoodGood52300
July 200168.9Functionally obsoleteSatisfactoryGoodGood50400
September 199968.9Functionally obsoleteSatisfactoryGoodGood50400
September 199667.7Functionally obsoleteFairVery GoodGood50400
December 199468.1Functionally obsoleteFairVery GoodGood45150
August 199268.1Functionally obsoleteFairSatisfactoryGood45150
August 199068.8Functionally obsoleteFairSatisfactorySatisfactory41603