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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201582.0Not deficientGoodGoodGood136850
June 201382.0Not deficientGoodGoodGood136850
June 201182.0Not deficientGoodGoodGood169790
September 200982.0Not deficientGoodGoodGood169790
February 200884.0Not deficientGoodGoodGood169790
August 200575.9Functionally obsoleteGoodGoodGood183950
August 200375.9Functionally obsoleteGoodGoodGood185500
September 200175.9Functionally obsoleteGoodGoodGood124500
May 199975.9Functionally obsoleteGoodGoodGood124500
October 199675.9Functionally obsoleteGoodGoodGood124500
September 199480.0Functionally obsoleteGoodGoodGood121390
August 199280.0Functionally obsoleteGoodGoodGood121390
August 199081.0Functionally obsoleteGoodGoodGood109140