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MAYNARD TERR. over I-20

Map

Coordinates:
+33.74473, -84.33426
33°44'41" N, 84°20'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MAYNARD TERR. over I-20
Structure number:000000008903170
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:102.0 ft. [31.1 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1992
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:Prestressed concrete [5]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,550 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:96.8
Estimated cost of work:$1,372,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.8GoodGoodVery GoodGood-3550
May 201496.8GoodGoodVery GoodGood-3550
May 201299.8GoodGoodVery GoodGood-3550
June 201099.8GoodGoodVery GoodGood-3620
September 200899.8GoodGoodVery GoodGood-3620
June 200686.6GoodGoodVery GoodGood-3560
June 200482.5GoodGoodVery GoodGood-8520
April 200282.5GoodGoodVery GoodGood-8830
April 200082.3GoodGoodVery GoodGood-11840
April 199882.3GoodGoodVery GoodGood-11840
August 199582.0GoodVery GoodVery GoodVery Good-11170
February 199482.0GoodVery GoodVery GoodVery Good-10170