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DRIVE ACCESS OMNI over M-9315 INT.BLVD & RR

Map

Coordinates:
+33.76333, -84.40500
33°45'48" N, 84°24'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DRIVE ACCESS OMNI over M-9315 INT.BLVD & RR
Structure number:000000012104740
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:133.9 ft. [40.8 m]
Total length:3715.1 ft. [1132.3 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Year reconstructed:1993
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:40
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,620 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.5 tons [45.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$33,649,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201692.7FairSatisfactoryGoodGoodFO6620
January 201592.7FairSatisfactoryGoodGoodFO6620
January 201392.7FairSatisfactoryGoodGoodFO6620
January 201192.9GoodGoodGoodGoodFO1900
December 200881.9FairGoodGoodFairFO1900
January 200781.9FairGoodGoodFairFO1990
January 200585.9FairGoodGoodFair-1560
January 200385.9FairGoodGoodFair-1560
January 200185.9FairGoodGoodFair-1820
December 199883.9FairGoodGoodFair-1810
June 199783.9FairGoodGoodFair-1710
February 199581.8FairGoodGoodFair-1710
February 199362.8FairGoodGoodFair-1710
February 199143.0FairGoodGoodFair-1640

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Other Material Closed Web/Box Girderlinear ft.99000
Steel Girder/Beamlinear ft.7,3367,336000
Prestressed Concrete Girder/Beamlinear ft.4,3684,368000
Deck
Reinforced Concrete Decksq. ft.97,48297,482000
Substructure
Reinforced Concrete Columneach3333000
Reinforced Concrete Pier Caplinear ft.924924000
Joints
Strip Seal Jointlinear ft.252252000
Pourable Jointlinear ft.67250408484
Bearings
Elastomeric Bearingeach220220000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3202,320000
Coatings
Steel Protective Coatingsq. ft.55,07455,074000