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FAIR DRIVE over SOUTH RIVER TRIB

Map 

Coordinates:
+33.70262, -84.40013
33°42'09" N, 84°24'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAIR DRIVE over SOUTH RIVER TRIB
Structure number:000000012100180
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:5,090 [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:84.1
Estimated cost of work:$618,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201484.1Not deficient---5090
November 201284.1Not deficient---5090
November 201084.0Not deficient---5710
December 200884.0Not deficient---5710
November 200684.1Not deficient---5320
December 200484.0Not deficient---5840
November 200283.8Not deficient---7300
December 200083.0Not deficient---11730
June 199883.0Not deficient---11730
January 199582.9Not deficient---11730
February 199382.9Not deficient---11730
February 199183.7Not deficient---7194