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ALISON STREET over SOUTH UTOY CREEK TRIB

Map 

Coordinates:
+33.69982, -84.45122
33°41'59" N, 84°27'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALISON STREET over SOUTH UTOY CREEK TRIB
Structure number:000000012151560
Location:IN SOUTHWEST ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 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: December 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:Equal to present desirable criteria [8]
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]
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:47.5 tons [43.2 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:92.1
Estimated cost of work:$188,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201492.1Not deficient---1940
December 201292.1Not deficient---1940
December 201092.1Not deficient---1900
December 200892.1Not deficient---1900
December 200692.1Not deficient---2010
October 200492.2Not deficient---1560
October 200292.2Not deficient---1560
December 200092.1Not deficient---1820
January 199992.1Not deficient---1810
June 199792.1Not deficient---1710
February 199592.1Not deficient---1710
February 199392.1Not deficient---1710
February 199185.5Not deficient---1640