Bridge Statistics for Atlanta, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 1210326,  Location: IN N ATLANTA (Lat: 33.831828,  Lng: -84.426408),  Route carried "on" structure: City street 9013,  Year Built: 1984,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 12,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: MOORES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,721,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,581,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1210328,  Location: IN N ATLANTA (Lat: 33.858778,  Lng: -84.454419),  Route carried "on" structure: City street 9035,  Year Built: 1972,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 9,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHATTAHOOCHEE RIVER,  Facility Carried by Structure: PACES FERRY 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: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.01m (59.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,251,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210329,  Location: IN N ATLANTA (Lat: 33.849208,  Lng: -84.433128),  Route carried "on" structure: City street 9035,  Year Built: 1928,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 9,050 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,575 (year 2031),  Features Intersected: NANCY CREEK,  Facility Carried by Structure: PACES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 43.01m (141.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $539,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210332,  Location: IN WEST ATLANTA (Lat: 33.763528,  Lng: -84.428119),  Route carried "on" structure: City street 9045,  Year Built: 1923,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,800 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,700 (year 2031),  Features Intersected: PROCTOR CREEK,  Facility Carried by Structure: SIMPSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.8 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210335,  Location: IN N W ATLANTA (Lat: 33.799578,  Lng: -84.486989),  Route carried "on" structure: City street 9048,  Year Built: 1968,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 1,450 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,175 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PROCTOR CREEK,  Facility Carried by Structure: NORTHWEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $535,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $803,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210336,  Location: IN W ATLANTA (Lat: 33.759878,  Lng: -84.482619),  Route carried "on" structure: City street 9050,  Year Built: 1964,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 1,240 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,860 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: LINKWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,043,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,565,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210337,  Location: IN W ATLANTA (Lat: 33.750728,  Lng: -84.496592),  Route carried "on" structure: City street 9051,  Year Built: 1967,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 2,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,870 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: BOULDER PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $989,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,483,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210338,  Location: IN WEST ATLANTA (Lat: 33.739389,  Lng: -84.505669),  Route carried "on" structure: City street 9052,  Year Built: 1954,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,110 (year 2031),  Design Load: H 15,  Features Intersected: NORTH UTOY CREEK,  Facility Carried by Structure: BEN. E. MAYS 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: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: October 2020,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $410,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1210339,  Location: IN W ATLANTA (Lat: 33.738019,  Lng: -84.500869),  Route carried "on" structure: City street 9052,  Year Built: 1966,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 3,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: BENJAMIN MAYS DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210343,  Location: 7 MI W OF ATLANTA (Lat: 33.728889,  Lng: -84.510439),  Route carried "on" structure: City street 9054,  Year Built: 1927,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,990 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,985 (year 2031),  Design Load: H 15,  Features Intersected: SOUTH UTOY CREEK,  Facility Carried by Structure: FAIRBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.45m (135.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1210344,  Location: 7 MI W OF ATLANTA (Lat: 33.728050,  Lng: -84.510439),  Route carried "on" structure: City street 9054,  Year Built: 1927,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,990 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,985 (year 2031),  Design Load: H 15,  Features Intersected: NORTH UTOY CREEK,  Facility Carried by Structure: FAIRBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.45m (135.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1210346,  Location: IN W ATLANTA (Lat: 33.766089,  Lng: -84.500119),  Route carried "on" structure: City street 9054,  Year Built: 1963,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,650 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: FAIRBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 49.16m (161.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,145,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,717,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210347,  Location: IN WEST ATLANTA (Lat: 33.779200,  Lng: -84.499447),  Route carried "on" structure: City street 9054,  Year Built: 1929,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,260 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,890 (year 2031),  Features Intersected: SANDY CREEK,  Facility Carried by Structure: FAIRBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210349,  Location: IN SW ATLANTA (Lat: 33.695097,  Lng: -84.486269),  Route carried "on" structure: City street 9057,  Year Built: 1965,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 3,310 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,965 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 154,  Facility Carried by Structure: CHILDRESS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 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: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210351,  Location: IN WEST ATLANTA (Lat: 33.745908,  Lng: -84.489547),  Route carried "on" structure: City street 9057,  Year Built: 1929,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,400 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,100 (year 2031),  Features Intersected: NORTH UTOY CREEK,  Facility Carried by Structure: LYNHURST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210352,  Location: IN S W ATLANTA (Lat: 33.692050,  Lng: -84.490125),  Route carried "on" structure: City street 9060,  Year Built: 1965,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,655 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 154,  Facility Carried by Structure: GILEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210354,  Location: IN EAST POINT (Lat: 33.702519,  Lng: -84.470119),  Route carried "on" structure: City street 9065,  Year Built: 1935,  Year Reconstructed: 1945,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 12,540 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,810 (year 2031),  Features Intersected: SOUTH UTOY CREEK,  Facility Carried by Structure: CAMPBELLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 42.00m (137.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $340,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1210355,  Location: 5.8 MI W OF COLLEGE PARK (Lat: 33.668689,  Lng: -84.548339),  Route carried "on" structure: County highway 9069,  Year Built: 1946,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,900 (year 2031),  Design Load: H 15,  Features Intersected: CAMP CREEK,  Facility Carried by Structure: BUTNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 42.98m (141.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1210356,  Location: IN W ATLANTA (Lat: 33.784100,  Lng: -84.450439),  Route carried "on" structure: City street 9070,  Year Built: 1912,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,230 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,345 (year 2031),  Design Load: H 15,  Features Intersected: PROCTOR CREEK,  Facility Carried by Structure: JOHNSON 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: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $358,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1210357,  Location: IN EAST POINT (Lat: 33.699858,  Lng: -84.457350),  Route carried "on" structure: City street 9071,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,750 (year 2031),  Design Load: H 15,  Features Intersected: SOUTH UTOY CREEK TRIB,  Facility Carried by Structure: DELOWE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000

Find on map >>   Show street view

Structure Number: 1210359,  Location: IN ATLANTA (Lat: 33.756178,  Lng: -84.396869),  Route carried "on" structure: City street 9073,  Year Built: 1961,  Status: Open,  Structure Length: 68.31m (224.11ft),  Average Daily Traffic: 4,280 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,420 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: M9161 MITCHELL-N SOU RR,  Facility Carried by Structure: CEN OLYMPIC PARK D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $15,920,000,  Roadway Improvement Cost: $1,592,000,  Total Project Cost: $23,880,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 121037,  Location: IN HAPEVILLE (Lat: 33.664417,  Lng: -84.420486),  Route carried "on" structure: City street 9079,  Year Built: 1964,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 5,380 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,070 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: CENTRAL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1210374,  Location: 1 MI NE OF HAPEVILLE (Lat: 33.681147,  Lng: -84.398497),  Route carried "on" structure: City street 9082,  Year Built: 1984,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 19,630 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,445 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75- I-75 RAMP,  Facility Carried by Structure: CLEVELAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.1m (95.5ft)

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: 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: April 2021,  Bridge Improvement Cost: $2,737,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $4,105,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1210376,  Location: IN ATLANTA (Lat: 33.688228,  Lng: -84.377178),  Route carried "on" structure: City street 9085,  Year Built: 1929,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,280 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,420 (year 2031),  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: BROWNS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 94.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 43.16m (141.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210377,  Location: IN ATLANTA (Lat: 33.693950,  Lng: -84.390647),  Route carried "on" structure: City street 9086,  Year Built: 1936,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,620 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,930 (year 2031),  Design Load: HS 20,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: MACON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210378,  Location: SOUTH ATLANTA (Lat: 33.661481,  Lng: -84.355728),  Route carried "on" structure: City street 9093,  Year Built: 1964,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: FORREST PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: June 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210379,  Location: IN SOUTH EAST ATLANTA (Lat: 33.679047,  Lng: -84.358000),  Route carried "on" structure: City street 9093,  Year Built: 1960,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 1,570 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,355 (year 2031),  Design Load: H 20,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: FORREST PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $324,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $486,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121038,  Location: IN COLLEGE PARK (Lat: 33.659047,  Lng: -84.431481),  Route carried "on" structure: City street 9095,  Year Built: 1963,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 15,070 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,605 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: VIRGINIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1210382,  Location: IN ATLANTA (Lat: 33.658839,  Lng: -84.419889),  Route carried "on" structure: City street 9095,  Year Built: 1976,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,470 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,705 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: INTERNATIONAL DRIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $309,000

Find on map >>   Show street view

Structure Number: 1210385,  Location: 2 M W OF HAPEVILLE (Lat: 33.668039,  Lng: -84.364819),  Route carried "on" structure: City street 9112,  Year Built: 1956,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,240 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,360 (year 2031),  Design Load: H 15,  Features Intersected: POOLE CREEK,  Facility Carried by Structure: HUTCHENS 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: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210386,  Location: IN ATLANTA (Lat: 33.733647,  Lng: -84.455500),  Route carried "on" structure: City street 9128,  Year Built: 1972,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,340 (year 2031),  Features Intersected: UTOY CREEK,  Facility Carried by Structure: BEECHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $328,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 1210387,  Location: IN ATLANTA (Lat: 33.732708,  Lng: -84.423969),  Route carried "on" structure: City street 9130,  Year Built: 1964,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,180 (year 2031),  Design Load: HS 20,  Features Intersected: CSX RAILROAD (340346P),  Facility Carried by Structure: LAWTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $646,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $969,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210388,  Location: IN ATLANTA (Lat: 33.733350,  Lng: -84.423450),  Route carried "on" structure: City street 9130,  Year Built: 1964,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,180 (year 2031),  Design Load: HS 20,  Features Intersected: M-9131 WHITE STREET,  Facility Carried by Structure: LAWTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $842,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210389,  Location: IN W ATLANTA (Lat: 33.747489,  Lng: -84.438919),  Route carried "on" structure: City street 9133,  Year Built: 1965,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 2,610 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,915 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: WESTVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.3m (201.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.3m (63.3ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $2,637,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,956,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 121039,  Location: IN WEST ATLANTA (Lat: 33.747308,  Lng: -84.429828),  Route carried "on" structure: City street 9133,  Year Built: 1965,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 6,620 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,930 (year 2031),  Design Load: HS 20,  Features Intersected: M-9131- WHITE STREET,  Facility Carried by Structure: WESTVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,581,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $2,372,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210391,  Location: IN ATLANTA (Lat: 33.754558,  Lng: -84.396969),  Route carried "on" structure: City street 9134,  Year Built: 1961,  Status: Open,  Structure Length: 50.47m (165.58ft),  Average Daily Traffic: 9,920 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,880 (year 2031),  Design Load: HS 20,  Features Intersected: NS RR-CS 3435 MANGUM,  Facility Carried by Structure: M.L.K. JR. DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 62.5m (205.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $15,593,000,  Roadway Improvement Cost: $1,559,000,  Total Project Cost: $23,390,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210393,  Location: IN WEST ATLANTA (Lat: 33.753239,  Lng: -84.446039),  Route carried "on" structure: City street 9135,  Year Built: 1937,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 230 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 345 (year 2031),  Design Load: H 15,  Features Intersected: CSX RR (638640R)- MARTA,  Facility Carried by Structure: ANDERSON AVE.
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: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,049,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1210394,  Location: IN WEST ATLANTA (Lat: 33.753747,  Lng: -84.444419),  Route carried "on" structure: City street 9136,  Year Built: 1940,  Year Reconstructed: 1977,  Status: Posted for load,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 9,010 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,515 (year 2031),  Design Load: H 15,  Features Intersected: CSX RR (638641X)- MARTA,  Facility Carried by Structure: WEST LAKE AVE.
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: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $672,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,008,000,  Deck Structure Type: Concrete Cast-file-Place