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STANFORD DRIVE over PROCTOR CREEK

Map 

Coordinates:
+33.79211, -84.45252
33°47'32" N, 84°27'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STANFORD DRIVE over PROCTOR CREEK
Structure number:000000012151790
Location:IN N W ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
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: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:1,940 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:92.4
Estimated cost of work:$223,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201492.4Not deficient---1940
November 201292.4Not deficient---1940
December 201092.4Not deficient---1900
December 200892.4Not deficient---1900
February 200792.4Not deficient---1990
January 200592.4Not deficient---1560
February 200392.4Not deficient---1560
November 200092.4Not deficient---1820
January 199992.4Not deficient---1810
June 199792.4Not deficient---1640
February 199592.4Not deficient---1640
January 199392.4Not deficient---1640
February 199192.4Not deficient---1640