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PRYOR STREET over I-75

Map 

Coordinates:
+33.72973, -84.39256
33°43'47" N, 84°23'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRYOR STREET over I-75
Structure number:000000012100560
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:233.0 ft. [71.0 m]
Total length:431.1 ft. [131.4 m]
Roadway width between curbs:75.8 ft. [23.1 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1986
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:6,220 [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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201594.1Not deficientGoodGoodGood6220
April 201394.1Not deficientGoodGoodGood6220
April 201196.1Not deficientGoodGoodGood6420
July 200996.1Not deficientGoodGoodGood6420
June 200796.2Not deficientGoodVery GoodVery Good5920
June 200596.0Not deficientGoodVery GoodVery Good6880
May 200395.5Not deficientGoodVery GoodVery Good10500
October 200195.6Not deficientGoodVery GoodVery Good9400
May 199995.8Not deficientGoodSatisfactoryGood8400
June 199695.9Not deficientGoodSatisfactoryGood7797
August 199495.8Not deficientGoodSatisfactoryGood7797
October 199295.8Not deficientGoodSatisfactoryGood7797
September 199096.8Not deficientGoodSatisfactoryGood7797