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SR 154 SPUR over I-20

Map 

Coordinates:
+33.74119, -84.41164
33°44'28" N, 84°24'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 154 SPUR over I-20
Structure number:000000012107570
Location:IN E ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:118.1 ft. [36.0 m]
Total length:223.1 ft. [68.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:5,220 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:85.0
Estimated cost of work:$1,307,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201585.0Not deficientGoodVery GoodVery Good5220
May 201385.0Not deficientGoodVery GoodVery Good5220
May 201172.9Not deficientGoodVery GoodVery Good173720
July 200976.5Not deficientGoodVery GoodVery Good5510
June 200798.1Not deficientGoodVery GoodVery Good6520
June 200598.2Not deficientGoodVery GoodVery Good5930
June 200398.3Not deficientGoodVery GoodVery Good5000
March 200197.8Not deficientGoodVery GoodVery Good8180
May 199998.3Not deficientGoodVery GoodVery Good5100
October 199698.3Not deficientVery GoodVery GoodVery Good5100
September 199499.9Not deficientVery GoodVery GoodVery Good1000