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LOGAN CIR. (SOUTH) over PEACHTREE CREEK TRIB

Map 

Coordinates:
+33.80532, -84.43284
33°48'19" N, 84°25'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOGAN CIR. (SOUTH) over PEACHTREE CREEK TRIB
Structure number:000000012152270
Location:IN N ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.0 ft. [7.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:98.0 tons [89.1 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201499.9Not deficient---1940
December 201299.9Not deficient---1940
December 201099.9Not deficient---1900
January 200999.9Not deficient---1900
February 200799.9Not deficient---2010
February 200599.9Not deficient---1560
February 200399.9Not deficient---1560
November 200099.9Not deficient---1820
January 199999.9Not deficient---1810
June 199799.9Not deficient---1640
February 199599.9Not deficient---1640
January 199399.9Not deficient---1640
February 199195.9Functionally obsolete---1640