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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0
Estimated cost of work:$4,254,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201594.0Functionally obsoleteGoodGoodGood800
August 201394.0Functionally obsoleteGoodGoodGood800
January 2012100.0Not deficientGoodGoodGood900
January 2010100.0Not deficientGoodGoodGood900
February 2008100.0Not deficientGoodGoodGood900
August 2005100.0Not deficientGoodGoodGood900
August 2003100.0Not deficientGoodGoodGood900
September 200199.9Not deficientGoodGoodGood900
June 199999.9Not deficientGoodGoodGood900
June 199699.9Not deficientGoodVery GoodVery Good900
July 199499.9Not deficientGoodVery GoodVery Good900
March 199499.9Not deficientVery GoodVery GoodVery Good900
November 199199.9Not deficientVery GoodVery GoodVery Good900