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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.6,0276,027000
Steel Protective Coatingsq. ft.47,43347,433000
Reinforced Concrete Decksq. ft.37,68337,683000
Reinforced Concrete Columneach4242000
Reinforced Concrete Abutmentlinear ft.262262000
Reinforced Concrete Pier Caplinear ft.262262000
Strip Seal Jointlinear ft.524005240
Movable Bearingeach6363000
Steel Protective Coatingsq. ft.6363000
Fixed Bearingeach6363000
Steel Protective Coatingsq. ft.6363000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.574574000