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ANDERSON AVE. over CSX RR (638640R)- MARTA

Map

Coordinates:
+33.75334, -84.44606
33°45'12" N, 84°26'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANDERSON AVE. over CSX RR (638640R)- MARTA
Structure number:000000012103930
Location:IN WEST ATLANTA
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel [3]
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:230 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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:35.6 tons [32.4 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:69.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,049,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201669.8FairSatisfactorySatisfactoryFair-230
November 201469.8FairSatisfactorySatisfactoryFair-230
November 201269.8FairSatisfactorySatisfactoryFair-230
December 201049.1FairSatisfactorySatisfactoryFairFO6800
October 200849.1FairSatisfactorySatisfactoryFairFO6800
November 200649.1FairSatisfactorySatisfactoryFairFO7430
December 200449.2FairSatisfactorySatisfactoryFairFO6730
January 200349.1FairSatisfactorySatisfactoryFairFO7510
December 200051.3FairSatisfactorySatisfactoryFairFO11370
July 199851.3FairSatisfactorySatisfactoryFairFO11370
January 199548.7FairSatisfactorySatisfactoryFairFO10460
February 199348.8FairSatisfactorySatisfactoryFairFO9870
February 199144.7FairFairSatisfactoryFairFO9250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,3121,312000
Deck
Reinforced Concrete Decksq. ft.7,5181,2055,8384750
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Pier Walllinear ft.42301200
Reinforced Concrete Abutmentlinear ft.84740100
Reinforced Concrete Pier Caplinear ft.8478060
Joints
Pourable Jointlinear ft.210210000
Bearings
Movable Bearingeach168800
Fixed Bearingeach2481600
Other Bearingeach2802800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.396395010
Coatings
Steel Protective Coatingsq. ft.10,9790010,9790