Share:

SR 13 over PEACHTREE CREEK

Map 

Coordinates:
+33.82556, -84.34998
33°49'32" N, 84°20'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 13 over PEACHTREE CREEK
Structure number:000000012105430
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.9 ft. [21.0 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Owner:State Highway Agency [01]
Year built:1977
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:3
Main spans material:Steel [3]
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:24,450 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8
Estimated cost of work:$2,512,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201595.8Not deficientGoodGoodSatisfactory24450
August 201395.8Not deficientGoodGoodSatisfactory24450
July 201189.4Not deficientGoodGoodVery Good52100
October 200993.3Not deficientGoodGoodVery Good78600
August 200793.3Not deficientGoodGoodVery Good78600
July 200593.4Not deficientGoodGoodVery Good75190
July 200393.0Not deficientGoodGoodVery Good84800
July 200192.4Not deficientGoodGoodVery Good74800
August 199992.4Not deficientGoodGoodVery Good74800
September 199692.6Not deficientGoodGoodVery Good71300
December 199491.0Not deficientGoodGoodVery Good65460
July 199291.0Not deficientGoodGoodVery Good65460
June 199092.5Not deficientGoodGoodVery Good44990