17TH. STREET over I-75 & I-85 & RAMPS


+33.79113, -84.39358
33°47'28" N, 84°23'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:17TH. STREET over I-75 & I-85 & RAMPS
Structure number:000000012153050
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:336.0 ft. [102.4 m]
Total length:759.9 ft. [231.6 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:137.1 ft. [41.8 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:2005
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:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:20,080 [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: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 minimum criteria [6]
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:91.1
Estimated cost of work:$9,313,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201591.1Not deficientGoodGoodGood20080
August 201391.1Not deficientGoodGoodVery Good20080
January 201284.0Not deficientGoodVery GoodVery Good169870
February 201065.9Not deficientVery GoodVery GoodVery Good246770
February 200864.9Not deficientVery GoodVery GoodVery Good246770
August 200559.1Not deficientExcellentExcellentExcellent11400