I-20 over CS 1575 LUCILE AVE.


+33.74225, -84.42184
33°44'32" N, 84°25'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-20 over CS 1575 LUCILE AVE.
Structure number:000000012101770
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:150.9 ft. [46.0 m]
Total length:287.1 ft. [87.5 m]
Roadway width between curbs:128.0 ft. [39.0 m]
Deck width edge-to-edge:131.2 ft. [40.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1981
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:136,850 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:82.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,893,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201582.0GoodGoodGoodGood-136850
June 201382.0GoodGoodGoodGood-136850
June 201182.0GoodGoodGoodGood-169790
September 200982.0GoodGoodGoodGood-169790
February 200884.0GoodGoodGoodGood-169790
August 200575.9GoodGoodGoodGoodFO183950
August 200375.9GoodGoodGoodGoodFO185500
September 200175.9GoodGoodGoodGoodFO124500
May 199975.9GoodGoodGoodGoodFO124500
October 199675.9GoodGoodGoodGoodFO124500
September 199480.0GoodGoodGoodGoodFO121390
August 199280.0GoodGoodGoodGoodFO121390
August 199081.0GoodGoodGoodGoodFO109140