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LINDBERGH DRIVE over NORTH FORK P'TREE CREEK

Map 

Coordinates:
+33.82067, -84.35853
33°49'14" N, 84°21'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINDBERGH DRIVE over NORTH FORK P'TREE CREEK
Structure number:000000012106460
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:35°
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 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:14,650 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:89.4
Estimated cost of work:$1,268,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201589.4Not deficientGoodGoodGood14650
July 201389.4Not deficientGoodGoodGood14650
July 201189.3Not deficientGoodGoodGood16330
September 200989.3Not deficientGoodGoodGood17010
August 200788.8Not deficientGoodGoodGood26400
July 200599.1Not deficientGoodGoodGood19490
July 200399.2Not deficientGoodGoodGood18100
July 200199.0Not deficientGoodGoodGood21470
October 199999.0Not deficientGoodGoodGood21470
September 199699.0Not deficientVery GoodVery GoodVery Good21470
December 199498.4Not deficientVery GoodVery GoodVery Good21470
July 199298.4Not deficientVery GoodVery GoodVery Good21470
July 199098.4Not deficientVery GoodVery GoodVery Good21470