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WILLIAMS STREET over M-9073 TECHWOOD-SPRG C

Map 

Coordinates:
+33.76538, -84.39035
33°45'55" N, 84°23'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILLIAMS STREET over M-9073 TECHWOOD-SPRG C
Structure number:000000012105660
Location:IN ATLANTA
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:107.9 ft. [32.9 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:92.5 ft. [28.2 m]
Deck width edge-to-edge:95.8 ft. [29.2 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:94.7
Estimated cost of work:$1,323,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201594.7Not deficientSatisfactoryVery GoodGood21000
February 201396.8Not deficientGoodVery GoodGood21000
January 201197.1Not deficientGoodVery GoodVery Good21000
February 200997.1Not deficientGoodVery GoodVery Good21000
January 200797.1Not deficientGoodVery GoodVery Good21000
January 200597.1Not deficientGoodVery GoodVery Good21000
December 200297.1Not deficientGoodVery GoodVery Good21000
January 200197.0Not deficientGoodVery GoodVery Good21000
August 199895.0Not deficientGoodVery GoodVery Good21000
January 199594.8Not deficientGoodVery GoodVery Good21000
January 199394.8Not deficientGoodVery GoodVery Good21000
December 199094.8Not deficientGoodVery GoodVery Good21000