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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201594.1GoodGoodGoodGood-6220
April 201394.1GoodGoodGoodGood-6220
April 201196.1GoodGoodGoodGood-6420
July 200996.1GoodGoodGoodGood-6420
June 200796.2GoodGoodVery GoodVery Good-5920
June 200596.0GoodGoodVery GoodVery Good-6880
May 200395.5GoodGoodVery GoodVery Good-10500
October 200195.6GoodGoodVery GoodVery Good-9400
May 199995.8FairGoodSatisfactoryGood-8400
June 199695.9FairGoodSatisfactoryGood-7797
August 199495.8FairGoodSatisfactoryGood-7797
October 199295.8FairGoodSatisfactoryGood-7797
September 199096.8FairGoodSatisfactoryGood-7797