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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201496.9Not deficientGoodVery GoodGood2202
May 201299.9Not deficientGoodVery GoodGood2202
June 201099.9Not deficientGoodVery GoodGood1900
September 200899.9Not deficientGoodVery GoodGood1900
June 200699.9Not deficientGoodVery GoodGood2010
June 200499.9Not deficientGoodVery GoodGood1560
April 200299.9Not deficientGoodVery GoodGood1560
April 200099.8Not deficientGoodVery GoodGood4300
April 199899.8Not deficientGoodVery GoodGood4300
August 199599.7Not deficientVery GoodVery GoodVery Good4300
February 199499.7Not deficientVery GoodVery GoodVery Good4300