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CLIFTON STREET over SUGAR CREEK

Map 

Coordinates:
+33.74445, -84.33203
33°44'40" N, 84°19'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLIFTON STREET over SUGAR CREEK
Structure number:000000008951160
Location:IN ATLANTA CITY LIMITS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Skew angle:36°
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:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:2,202 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:98.0 tons [89.1 metric tons]
Inventory rating:98.0 tons [89.1 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$152,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.9Not deficient---2202
May 201299.9Not deficient---2202
June 201099.9Not deficient---1900
September 200899.9Not deficient---1900
June 200699.9Not deficient---2010
June 200499.9Not deficient---1560
June 200299.9Not deficient---1560
July 200099.8Not deficient---4300
July 199899.8Not deficient---4300
March 199699.7Not deficient---4300
January 199499.7Not deficient---4300
March 199299.7Not deficient---4300