Share:

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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201571.3FairSatisfactoryGoodGoodFO36980
July 201371.3FairSatisfactoryGoodGoodFO36980
July 201170.7FairSatisfactoryGoodGoodFO40230
July 200970.8FairSatisfactoryGoodGoodFO39540
August 200770.8FairSatisfactoryGoodGoodFO39620
July 200568.3FairSatisfactoryGoodGoodFO53420
July 200368.5FairSatisfactoryGoodGoodFO52300
July 200168.9FairSatisfactoryGoodGoodFO50400
September 199968.9FairSatisfactoryGoodGoodFO50400
September 199667.7FairFairVery GoodGoodFO50400
December 199468.1FairFairVery GoodGoodFO45150
August 199268.1FairFairSatisfactoryGoodFO45150
August 199068.8FairFairSatisfactorySatisfactoryFO41603