PRYOR ST TO I75 SB over I75-I75R-I20R-M9163-9164


+33.74502, -84.39021
33°44'42" N, 84°23'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:PRYOR ST TO I75 SB over I75-I75R-I20R-M9163-9164
Structure number:000000012107030
Location:I-20 & I-75 INTERCHANGE
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:225.1 ft. [68.6 m]
Total length:998.1 ft. [304.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1988
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:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:800 [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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.0
Estimated cost of work:$4,254,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201594.0GoodGoodGoodGoodFO800
August 201394.0GoodGoodGoodGoodFO800
January 2012100.0GoodGoodGoodGood-900
January 2010100.0GoodGoodGoodGood-900
February 2008100.0GoodGoodGoodGood-900
August 2005100.0GoodGoodGoodGood-900
August 2003100.0GoodGoodGoodGood-900
September 200199.9GoodGoodGoodGood-900
June 199999.9GoodGoodGoodGood-900
June 199699.9GoodGoodVery GoodVery Good-900
July 199499.9GoodGoodVery GoodVery Good-900
March 199499.9GoodVery GoodVery GoodVery Good-900
November 199199.9GoodVery GoodVery GoodVery Good-900