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COURTLAND STREET over M9003 DECATUR ST-CSX RR

Map

Coordinates:
+33.75227, -84.38651
33°45'08" N, 84°23'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COURTLAND STREET over M9003 DECATUR ST-CSX RR
Structure number:000000012103220
Location:IN ATLANTA
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:1045.0 ft. [318.5 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:16,020 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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:29.7 tons [27.0 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:51.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$10,163,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201651.4FairSatisfactoryFairFairFO16020
October 201451.4FairSatisfactoryFairFairFO16020
October 201251.4FairFairFairFairFO16020
October 201051.3FairFairFairFairFO17480
December 200851.3FairFairFairFairFO17480
October 200651.2FairFairFairFairFO18150
December 200451.3FairFairFairFairFO17650
January 200350.1FairFairFairFair-29600
January 200150.0FairFairFairFair-30760
February 19995.0FairFairFairFair-30760
April 19972.0PoorFairPoorFair-30760
January 19955.0PoorFairPoorFairSD30760
March 19936.0PoorSatisfactorySeriousSeriousSD30760
March 19916.0PoorSatisfactorySeriousSeriousSD26703

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,2582985,96000
Steel Protective Coatingsq. ft.30,7270030,7270
Prestressed Concrete Girder/Beamlinear ft.2,0862,086000
Reinforced Concrete Girder/Beamlinear ft.588588000
Deck
Reinforced Concrete Decksq. ft.67,5365,04062,49600
Wearing Surfacessq. ft.18,414018,41400
Substructure
Steel Columneach80404000
Steel Protective Coatingsq. ft.2,0001,00001,0000
Reinforced Concrete Columneach6262000
Reinforced Concrete Abutmentlinear ft.120606000
Reinforced Concrete Pier Caplinear ft.1,6801201,56000
Joints
Pourable Jointlinear ft.1,800780609600
Bearings
Elastomeric Bearingeach112112000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3321,332000