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CLIFTON STREET over I-20

Map 

Coordinates:
+33.74320, -84.33208
33°44'36" N, 84°19'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLIFTON STREET over I-20
Structure number:000000008903200
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:130.9 ft. [39.9 m]
Total length:254.9 ft. [77.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1992
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,202 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:64.4 tons [58.5 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$1,495,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.9GoodGoodVery GoodGood-2202
May 201496.9GoodGoodVery GoodGood-2202
May 201299.9GoodGoodVery GoodGood-2202
June 201099.9GoodGoodVery GoodGood-1900
September 200899.9GoodGoodVery GoodGood-1900
June 200699.9GoodGoodVery GoodGood-2010
June 200499.9GoodGoodVery GoodGood-1560
April 200299.9GoodGoodVery GoodGood-1560
April 200099.8GoodGoodVery GoodGood-4300
April 199899.8GoodGoodVery GoodGood-4300
August 199599.7GoodVery GoodVery GoodVery Good-4300
February 199499.7GoodVery GoodVery GoodVery Good-4300