Bridge Statistics for Atlanta, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 943Number of bridges
- 11,804ft / 3,598mTotal length
- $2,063,749,000Total costs
- 46,196,877Total average daily traffic
- 629,964Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Atlanta
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 51910-1919
- 271920-1929
- 271930-1939
- 121940-1949
- 301950-1959
- 1071960-1969
- 271970-1979
- 1181980-1989
- 421990-1999
- 162000-2009
- 182010-2019
- 82020-2022
- Reconstructed bridges - Historical Statistics
- 41940-1949
- 31950-1959
- 31960-1969
- 461970-1979
- 201980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 4.0%Very good
- 72.6%Good
- 18.6%Satisfactory
- 4.5%Fair
- 0.3%Poor
- Bridge Condition - Superstructure
- 26.1%Very good
- 59.6%Good
- 8.8%Satisfactory
- 4.5%Fair
- 1.1%Poor
- 0.3%Imminent failure
- Bridge Condition - Substructure
- 0.3%Excellent
- 4.3%Very good
- 79.5%Good
- 11.2%Satisfactory
- 4.8%Fair
- Bridge Condition - Channel
- 3.5%Excellent
- 36.0%Very good
- 34.3%Good
- 19.2%Satisfactory
- 5.8%Fair
- 1.2%Poor
- Bridge Condition - Culverts
- 73.3%Good
- 21.7%Satisfactory
- 5.0%Fair
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Structure Number: 1210702, Location: IN ATLANTA (Lat: 33.743789, Lng: -84.391839), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 23.35m (76.61ft), Average Daily Traffic: 730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75- I-75R- I-20R-M9163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,177,000, Roadway Improvement Cost: $218,000, Total Project Cost: $3,265,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210702, Location: IN ATLANTA (Lat: 33.743789, Lng: -84.391839), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 23.35m (76.61ft), Average Daily Traffic: 730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75- I-75R- I-20R-M9163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,177,000, Roadway Improvement Cost: $218,000, Total Project Cost: $3,265,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210703, Location: I-20 & I-75 INTERCHANGE (Lat: 33.743881, Lng: -84.391969), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 30.42m (99.80ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75-I-75R-I-20R-M9163-9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,836,000, Roadway Improvement Cost: $284,000, Total Project Cost: $4,254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210703, Location: I-20 & I-75 INTERCHANGE (Lat: 33.743881, Lng: -84.391969), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 30.42m (99.80ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75-I-75R-I-20R-M9163-9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,836,000, Roadway Improvement Cost: $284,000, Total Project Cost: $4,254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210704, Location: I-20 & I-75 INTERCHANGE (Lat: 33.744725, Lng: -84.390200), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 17.19m (56.40ft), Average Daily Traffic: 4,640 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75- 2 I-75 RMPS- I-20R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.7m (232.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,603,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,404,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210704, Location: I-20 & I-75 INTERCHANGE (Lat: 33.744725, Lng: -84.390200), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 17.19m (56.40ft), Average Daily Traffic: 4,640 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75- 2 I-75 RMPS- I-20R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.7m (232.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,603,000, Roadway Improvement Cost: $160,000, Total Project Cost: $2,404,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210705, Location: I-20 & I-75 INTERCHANGE (Lat: 33.745078, Lng: -84.390131), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 38,670 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 58,005 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75- 2 I-75 RMPS- I-20R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 66.1m (216.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,659,000, Roadway Improvement Cost: $166,000, Total Project Cost: $2,489,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210705, Location: I-20 & I-75 INTERCHANGE (Lat: 33.745078, Lng: -84.390131), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 38,670 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 58,005 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75- 2 I-75 RMPS- I-20R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 66.1m (216.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,659,000, Roadway Improvement Cost: $166,000, Total Project Cost: $2,489,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210706, Location: I-75 & I-20 INTERCHANGE (Lat: 33.745800, Lng: -84.393869), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 30,950 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 46,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: M9164 & RMP- M9166 & RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,478,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,216,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210706, Location: I-75 & I-20 INTERCHANGE (Lat: 33.745800, Lng: -84.393869), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 30,950 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 46,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: M9164 & RMP- M9166 & RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 395.899, Lanes on structure: 1, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,478,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,216,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210707, Location: IN ATLANTA (Lat: 33.744878, Lng: -84.396989), Route carried "on" structure: Ramp Interstate 20, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 31,580 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 47,370 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20R(WINDSOR ST)TO I20E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.733, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $23,000, Total Project Cost: $343,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210707, Location: IN ATLANTA (Lat: 33.744878, Lng: -84.396989), Route carried "on" structure: Ramp Interstate 20, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 31,580 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 47,370 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20R(WINDSOR ST)TO I20E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.733, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $23,000, Total Project Cost: $343,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210708, Location: IN ATLANTA (Lat: 33.746908, Lng: -84.387628), Route carried "on" structure: State highway 154, Year Built: 1988, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 10,110 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + I-75 RMP + I-20 R, Facility Carried by Structure: MEMORIAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 5, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 159.2m (522.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,438,000, Roadway Improvement Cost: $344,000, Total Project Cost: $5,158,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210708, Location: IN ATLANTA (Lat: 33.746908, Lng: -84.387628), Route carried "on" structure: State highway 154, Year Built: 1988, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 10,110 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + I-75 RMP + I-20 R, Facility Carried by Structure: MEMORIAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 5, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 159.2m (522.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,438,000, Roadway Improvement Cost: $344,000, Total Project Cost: $5,158,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210709, Location: IN ATLANTA (Lat: 33.748328, Lng: -84.385350), Route carried "on" structure: City street 9134, Year Built: 1989, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 10,550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,825 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: M.L.K. JR. DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,228,000, Roadway Improvement Cost: $223,000, Total Project Cost: $3,342,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210709, Location: IN ATLANTA (Lat: 33.748328, Lng: -84.385350), Route carried "on" structure: City street 9134, Year Built: 1989, Status: Open, Structure Length: 11.25m (36.91ft), Average Daily Traffic: 10,550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,825 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: M.L.K. JR. DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,228,000, Roadway Improvement Cost: $223,000, Total Project Cost: $3,342,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210716, Location: IN ATLANTA (Lat: 33.758092, Lng: -84.378061), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 15,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,040 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9157 IRWIN ST- I-75R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.118, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,446,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,168,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210716, Location: IN ATLANTA (Lat: 33.758092, Lng: -84.378061), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 15,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,040 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9157 IRWIN ST- I-75R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.118, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,446,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,168,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210717, Location: IN ATLANTA (Lat: 33.759056, Lng: -84.379567), Route carried "on" structure: Ramp State highway 10, Year Built: 1988, Status: Open, Structure Length: 38.86m (127.49ft), Average Daily Traffic: 11,900 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,850 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + 3 I-75 RMP -SR 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 23, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,982,000, Roadway Improvement Cost: $498,000, Total Project Cost: $7,473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210717, Location: IN ATLANTA (Lat: 33.759056, Lng: -84.379567), Route carried "on" structure: Ramp State highway 10, Year Built: 1988, Status: Open, Structure Length: 38.86m (127.49ft), Average Daily Traffic: 11,900 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,850 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + 3 I-75 RMP -SR 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 23, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,982,000, Roadway Improvement Cost: $498,000, Total Project Cost: $7,473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210718, Location: IN ATLANTA (Lat: 33.758378, Lng: -84.380128), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 7,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,995 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 SB RMP TO JESSIE HI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.118, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210718, Location: IN ATLANTA (Lat: 33.758378, Lng: -84.380128), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 7,330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,995 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 SB RMP TO JESSIE HI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.118, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210719, Location: IN ATLANTA (Lat: 33.758981, Lng: -84.379328), Route carried "on" structure: Ramp State highway 10, Year Built: 1988, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75- HOV & RAMP
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 68.9m (226.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210719, Location: IN ATLANTA (Lat: 33.758981, Lng: -84.379328), Route carried "on" structure: Ramp State highway 10, Year Built: 1988, Status: Open, Structure Length: 18.47m (60.60ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75- HOV & RAMP
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 68.9m (226.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 121072, Location: IN ATLANTA (Lat: 33.759478, Lng: -84.378878), Route carried "on" structure: State highway 10, Year Built: 1988, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 40,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 60,390 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + 2 I-75 RAMPS, Facility Carried by Structure: I-75 (SBL) TO SR 1
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 121072, Location: IN ATLANTA (Lat: 33.759478, Lng: -84.378878), Route carried "on" structure: State highway 10, Year Built: 1988, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 40,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 60,390 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + 2 I-75 RAMPS, Facility Carried by Structure: I-75 (SBL) TO SR 1
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 57.9m (190.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210721, Location: IN ATLANTA (Lat: 33.759878, Lng: -84.379978), Route carried "on" structure: Ramp State highway 10, Year Built: 1988, Status: Open, Structure Length: 17.13m (56.20ft), Average Daily Traffic: 4,640 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + 3 I-75 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210721, Location: IN ATLANTA (Lat: 33.759878, Lng: -84.379978), Route carried "on" structure: Ramp State highway 10, Year Built: 1988, Status: Open, Structure Length: 17.13m (56.20ft), Average Daily Traffic: 4,640 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75 + 3 I-75 RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210722, Location: IN ATLANTA (Lat: 33.761089, Lng: -84.380889), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 1,100 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,650 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 SBL- I-75 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.118, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.4m (208.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,594,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,391,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210722, Location: IN ATLANTA (Lat: 33.761089, Lng: -84.380889), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 1,100 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,650 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 SBL- I-75 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.118, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.4m (208.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,594,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,391,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210727, Location: IN W ATLANTA (Lat: 33.769378, Lng: -84.494919), Route carried "on" structure: Interstate 285, Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 151,240 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 226,860 (year 2032), Design Load: HS 20+Mod, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $448,000
Structure Number: 1210727, Location: IN W ATLANTA (Lat: 33.769378, Lng: -84.494919), Route carried "on" structure: Interstate 285, Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 151,240 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 226,860 (year 2032), Design Load: HS 20+Mod, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $448,000
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Structure Number: 1210728, Location: IN E ATLANTA (Lat: 33.743450, Lng: -84.379339), Route carried "on" structure: City street 9165, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,825 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,721,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210728, Location: IN E ATLANTA (Lat: 33.743450, Lng: -84.379339), Route carried "on" structure: City street 9165, Year Built: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,825 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,147,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,721,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210729, Location: IN E ATLANTA (Lat: 33.743369, Lng: -84.373369), Route carried "on" structure: City street 9181, Year Built: 1990, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,480 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,220 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: CHEROKEE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,201,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210729, Location: IN E ATLANTA (Lat: 33.743369, Lng: -84.373369), Route carried "on" structure: City street 9181, Year Built: 1990, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 7,480 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,220 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: CHEROKEE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,201,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 121073, Location: IN SW ROSWELL (Lat: 34.012019, Lng: -84.373208), Route carried "on" structure: State highway 120, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 23,830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 35,745 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER TRIB, Facility Carried by Structure: MARIETTA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000
Structure Number: 121073, Location: IN SW ROSWELL (Lat: 34.012019, Lng: -84.373208), Route carried "on" structure: State highway 120, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 23,830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 35,745 (year 2031), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER TRIB, Facility Carried by Structure: MARIETTA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000
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Structure Number: 1210731, Location: 4.5 MI SE OF EASTPOINT (Lat: 33.656269, Lng: -84.369228), Route carried "on" structure: State highway 54, Year Built: 1992, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: POOLE CREEK, Facility Carried by Structure: JONESBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 1210731, Location: 4.5 MI SE OF EASTPOINT (Lat: 33.656269, Lng: -84.369228), Route carried "on" structure: State highway 54, Year Built: 1992, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: POOLE CREEK, Facility Carried by Structure: JONESBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 1210733, Location: IN N ATLANTA (Lat: 33.847567, Lng: -84.367525), Route carried "on" structure: State highway 141, Year Built: 1992, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 39,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 59,085 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400, Facility Carried by Structure: PEACHTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 39.4m (129.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,276,000, Roadway Improvement Cost: $228,000, Total Project Cost: $3,415,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210733, Location: IN N ATLANTA (Lat: 33.847567, Lng: -84.367525), Route carried "on" structure: State highway 141, Year Built: 1992, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 39,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 59,085 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400, Facility Carried by Structure: PEACHTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 39.4m (129.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,276,000, Roadway Improvement Cost: $228,000, Total Project Cost: $3,415,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210734, Location: IN N ATLANTA (Lat: 33.851878, Lng: -84.369769), Route carried "on" structure: State highway 141, Year Built: 1992, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 26,800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 40,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,626,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,439,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210734, Location: IN N ATLANTA (Lat: 33.851878, Lng: -84.369769), Route carried "on" structure: State highway 141, Year Built: 1992, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 26,800 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 40,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,626,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,439,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210735, Location: IN N ATLANTA (Lat: 33.820319, Lng: -84.360089), Route carried "on" structure: State highway 400, Year Built: 1993, Status: Open, Structure Length: 55.63m (182.51ft), Average Daily Traffic: 79,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 119,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 19, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,131,000, Roadway Improvement Cost: $713,000, Total Project Cost: $10,696,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210735, Location: IN N ATLANTA (Lat: 33.820319, Lng: -84.360089), Route carried "on" structure: State highway 400, Year Built: 1993, Status: Open, Structure Length: 55.63m (182.51ft), Average Daily Traffic: 79,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 119,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 19, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,131,000, Roadway Improvement Cost: $713,000, Total Project Cost: $10,696,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210736, Location: NORTH ATLANTA (Lat: 33.825069, Lng: -84.359608), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 79,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 119,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9323 SIDNEY MARCUS BLD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,208,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,813,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210736, Location: NORTH ATLANTA (Lat: 33.825069, Lng: -84.359608), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 79,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 119,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9323 SIDNEY MARCUS BLD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,208,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,813,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210737, Location: NORTH ATLANTA (Lat: 33.825278, Lng: -84.359939), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 79,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 119,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9323 SIDNEY MARCUS BLD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,208,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,813,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210737, Location: NORTH ATLANTA (Lat: 33.825278, Lng: -84.359939), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 79,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 119,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9323 SIDNEY MARCUS BLD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,208,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,813,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210744, Location: IN N ATLANTA (Lat: 33.857528, Lng: -84.369678), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9245 OLD IVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210744, Location: IN N ATLANTA (Lat: 33.857528, Lng: -84.369678), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9245 OLD IVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210745, Location: IN N ATLANTA (Lat: 33.868828, Lng: -84.366358), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 2499 + NANCY CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210745, Location: IN N ATLANTA (Lat: 33.868828, Lng: -84.366358), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 2499 + NANCY CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210746, Location: IN N ATLANTA (Lat: 33.869008, Lng: -84.366600), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 2499 + NANCY CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210746, Location: IN N ATLANTA (Lat: 33.869008, Lng: -84.366600), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 2499 + NANCY CRK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210747, Location: IN N ATLANTA (Lat: 33.881611, Lng: -84.364686), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,099,000, Roadway Improvement Cost: $210,000, Total Project Cost: $3,148,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210747, Location: IN N ATLANTA (Lat: 33.881611, Lng: -84.364686), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,099,000, Roadway Improvement Cost: $210,000, Total Project Cost: $3,148,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210748, Location: IN N ATLANTA (Lat: 33.881353, Lng: -84.365022), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,099,000, Roadway Improvement Cost: $210,000, Total Project Cost: $3,148,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210748, Location: IN N ATLANTA (Lat: 33.881353, Lng: -84.365022), Route carried "on" structure: State highway 400, Year Built: 1992, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 113,780 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 170,670 (year 2032), Design Load: HS 20+Mod, Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,099,000, Roadway Improvement Cost: $210,000, Total Project Cost: $3,148,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121075, Location: IN N ATLANTA (Lat: 33.864058, Lng: -84.368997), Route carried "on" structure: City street 9244, Year Built: 1992, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 10,450 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400, Facility Carried by Structure: WIEUCA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,125,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,688,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121075, Location: IN N ATLANTA (Lat: 33.864058, Lng: -84.368997), Route carried "on" structure: City street 9244, Year Built: 1992, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 10,450 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400, Facility Carried by Structure: WIEUCA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,125,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,688,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210751, Location: IN N ATLANTA (Lat: 33.872639, Lng: -84.364800), Route carried "on" structure: City street 9246, Year Built: 1992, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,600 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400, Facility Carried by Structure: LORIDANS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210751, Location: IN N ATLANTA (Lat: 33.872639, Lng: -84.364800), Route carried "on" structure: City street 9246, Year Built: 1992, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,600 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400, Facility Carried by Structure: LORIDANS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210757, Location: IN E ATLANTA (Lat: 33.743489, Lng: -84.358208), Route carried "on" structure: Spur State highway 154, Year Built: 1992, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,220 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,830 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $871,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210757, Location: IN E ATLANTA (Lat: 33.743489, Lng: -84.358208), Route carried "on" structure: Spur State highway 154, Year Built: 1992, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,220 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,830 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $871,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 121076, Location: IN ATLANTA (Lat: 33.764331, Lng: -84.359786), Route carried "on" structure: State highway 10, Year Built: 1994, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25,090 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 37,635 (year 2032), Design Load: HS 20+Mod, Features Intersected: ATLANTA BELTLINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121076, Location: IN ATLANTA (Lat: 33.764331, Lng: -84.359786), Route carried "on" structure: State highway 10, Year Built: 1994, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25,090 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 37,635 (year 2032), Design Load: HS 20+Mod, Features Intersected: ATLANTA BELTLINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210761, Location: IN ATLANTA (Lat: 33.765394, Lng: -84.358878), Route carried "on" structure: State highway 10, Year Built: 1994, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 24,670 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 37,005 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 10 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,368,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210761, Location: IN ATLANTA (Lat: 33.765394, Lng: -84.358878), Route carried "on" structure: State highway 10, Year Built: 1994, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 24,670 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 37,005 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 10 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,368,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210762, Location: IN NE ATLANTA (Lat: 33.761342, Lng: -84.366481), Route carried "on" structure: City street 9187, Year Built: 1994, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 10,590 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,885 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 10, Facility Carried by Structure: HIGHLAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 60.7m (199.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1210762, Location: IN NE ATLANTA (Lat: 33.761342, Lng: -84.366481), Route carried "on" structure: City street 9187, Year Built: 1994, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 10,590 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 15,885 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 10, Facility Carried by Structure: HIGHLAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 60.7m (199.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1210763, Location: IN ATLANTA (Lat: 33.760989, Lng: -84.367839), Route carried "on" structure: City street 9191, Year Built: 1994, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 14,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 10, Facility Carried by Structure: RANDOLPH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 1210763, Location: IN ATLANTA (Lat: 33.760989, Lng: -84.367839), Route carried "on" structure: City street 9191, Year Built: 1994, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 14,080 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,120 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 10, Facility Carried by Structure: RANDOLPH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1215037, Location: IN N ATLANTA (Lat: 33.867458, Lng: -84.387628), Route carried "on" structure: City street 299, Year Built: 1945, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 5,320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,980 (year 2031), Features Intersected: NANCY CREEK, Facility Carried by Structure: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $481,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1215037, Location: IN N ATLANTA (Lat: 33.867458, Lng: -84.387628), Route carried "on" structure: City street 299, Year Built: 1945, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 5,320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,980 (year 2031), Features Intersected: NANCY CREEK, Facility Carried by Structure: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $481,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1215058, Location: 7 MI N OF FAIRBURN (Lat: 33.664258, Lng: -84.558528), Route carried "on" structure: County highway 498, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: ALDREDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.26m (27.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1215058, Location: 7 MI N OF FAIRBURN (Lat: 33.664258, Lng: -84.558528), Route carried "on" structure: County highway 498, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: ALDREDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.26m (27.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous