Bridge Statistics for Sandy Springs, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 120Number of bridges
- 1,657ft / 505mTotal length
- $363,228,000Total costs
- 8,386,597Total average daily traffic
- 115,312Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sandy Springs
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 31930-1939
- 21940-1949
- 41950-1959
- 291960-1969
- 101970-1979
- 31980-1989
- 71990-1999
- 12000-2009
- 42010-2019
- 92020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 31970-1979
- 61980-1989
- 61990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 13.6%Very good
- 56.1%Good
- 25.8%Satisfactory
- 4.5%Fair
- Bridge Condition - Superstructure
- 31.8%Very good
- 56.1%Good
- 9.1%Satisfactory
- 3.0%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 69.7%Good
- 16.7%Satisfactory
- 4.5%Fair
- Bridge Condition - Channel
- 16.2%Very good
- 54.1%Good
- 18.9%Satisfactory
- 10.8%Fair
Find on map >> Show street view
Structure Number: 670108, Location: 6.9 MI SE OF MARIETTA (Lat: 33.899778, Lng: -84.446869), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 205,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 308,820 (year 2032), Design Load: HS 20+Mod, Features Intersected: M9022 POWERS FERRY-2 RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 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: Better than present minimum criteria, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670108, Location: 6.9 MI SE OF MARIETTA (Lat: 33.899778, Lng: -84.446869), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 205,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 308,820 (year 2032), Design Load: HS 20+Mod, Features Intersected: M9022 POWERS FERRY-2 RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 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: Better than present minimum criteria, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 670109, Location: 7 MI SE OF MARIETTA (Lat: 33.901739, Lng: -84.442389), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 23.93m (78.51ft), Average Daily Traffic: 205,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 308,820 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $11,432,000, Roadway Improvement Cost: $1,143,000, Total Project Cost: $17,148,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670109, Location: 7 MI SE OF MARIETTA (Lat: 33.901739, Lng: -84.442389), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1994, Status: Open, Structure Length: 23.93m (78.51ft), Average Daily Traffic: 205,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 308,820 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $11,432,000, Roadway Improvement Cost: $1,143,000, Total Project Cost: $17,148,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 670149, Location: 7.1 MI SE OF MARIETTA (Lat: 33.901308, Lng: -84.442269), Route carried "on" structure: City street 9016, Year Built: 1979, Status: Open, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 14,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,585 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER, Facility Carried by Structure: POWERS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,830,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,244,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670149, Location: 7.1 MI SE OF MARIETTA (Lat: 33.901308, Lng: -84.442269), Route carried "on" structure: City street 9016, Year Built: 1979, Status: Open, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 14,390 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,585 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER, Facility Carried by Structure: POWERS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,830,000, Roadway Improvement Cost: $283,000, Total Project Cost: $4,244,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 670151, Location: COBB-FULTON LN @ I-285N (Lat: 33.902219, Lng: -84.442639), Route carried "on" structure: City street 3068, Year Built: 1973, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 8,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,470 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER, Facility Carried by Structure: INTERSTATE NORTH P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,633,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,950,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 670151, Location: COBB-FULTON LN @ I-285N (Lat: 33.902219, Lng: -84.442639), Route carried "on" structure: City street 3068, Year Built: 1973, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 8,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,470 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER, Facility Carried by Structure: INTERSTATE NORTH P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,633,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,950,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 670164, Location: 6.1 MI E OF MARIETTA (Lat: 33.953978, Lng: -84.443308), Route carried "on" structure: City street 9033, Year Built: 1970, Year Reconstructed: 1995, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,750 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOPE CREEK, Facility Carried by Structure: LOWER ROSWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,417,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 670164, Location: 6.1 MI E OF MARIETTA (Lat: 33.953978, Lng: -84.443308), Route carried "on" structure: City street 9033, Year Built: 1970, Year Reconstructed: 1995, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 27,750 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOPE CREEK, Facility Carried by Structure: LOWER ROSWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,417,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 675074, Location: 7 MILES SOUTH EAST OF MAR (Lat: 33.926478, Lng: -84.430350), Route carried "on" structure: County highway 1548, Year Built: 1974, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SOPE CREEK, Facility Carried by Structure: COLUMN DRIVE WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.19m (36.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675074, Location: 7 MILES SOUTH EAST OF MAR (Lat: 33.926478, Lng: -84.430350), Route carried "on" structure: County highway 1548, Year Built: 1974, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SOPE CREEK, Facility Carried by Structure: COLUMN DRIVE WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.19m (36.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 675075, Location: 7 MILES SOUTH EAST OF MAR (Lat: 33.926378, Lng: -84.430308), Route carried "on" structure: County highway 1548, Year Built: 1974, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SOPE CREEK, Facility Carried by Structure: COLUMN DRIVE EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.19m (36.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 675075, Location: 7 MILES SOUTH EAST OF MAR (Lat: 33.926378, Lng: -84.430308), Route carried "on" structure: County highway 1548, Year Built: 1974, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 15, Features Intersected: SOPE CREEK, Facility Carried by Structure: COLUMN DRIVE EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.19m (36.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 675139, Location: 6.5 MILES EAST OF MARIETT (Lat: 33.960892, Lng: -84.438197), Route carried "on" structure: County highway 1428, Year Built: 1971, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: BISHOP CREEK, Facility Carried by Structure: CLUBLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: 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 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 675139, Location: 6.5 MILES EAST OF MARIETT (Lat: 33.960892, Lng: -84.438197), Route carried "on" structure: County highway 1428, Year Built: 1971, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: BISHOP CREEK, Facility Carried by Structure: CLUBLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: 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 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Find on map >> Show street view
Structure Number: 67514, Location: 6.6 MILES EAST OF MARIETT (Lat: 33.965908, Lng: -84.435828), Route carried "on" structure: County highway 1500, Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: BISHOP CREEK, Facility Carried by Structure: INDIAN HILLS PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 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: Satisfactory, 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 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 67514, Location: 6.6 MILES EAST OF MARIETT (Lat: 33.965908, Lng: -84.435828), Route carried "on" structure: County highway 1500, Year Built: 1971, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: H 15, Features Intersected: BISHOP CREEK, Facility Carried by Structure: INDIAN HILLS PKY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 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: Satisfactory, 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 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Find on map >> Show street view
Structure Number: 675285, Location: 7.0 MILES SOUTH EAST OF M (Lat: 33.959631, Lng: -84.439831), Route carried "on" structure: County highway 1491, Year Built: 1973, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,940 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,910 (year 2031), Design Load: HS 20+Mod, Features Intersected: BISHOP CREEK, Facility Carried by Structure: INDIAN HILL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 675285, Location: 7.0 MILES SOUTH EAST OF M (Lat: 33.959631, Lng: -84.439831), Route carried "on" structure: County highway 1491, Year Built: 1973, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,940 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,910 (year 2031), Design Load: HS 20+Mod, Features Intersected: BISHOP CREEK, Facility Carried by Structure: INDIAN HILL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Find on map >> Show street view
Structure Number: 121003, Location: IN N ATLANTA (Lat: 33.866039, Lng: -84.380989), Route carried "on" structure: US 19, Year Built: 1961, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 30,200 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 45,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 87.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $931,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,396,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121003, Location: IN N ATLANTA (Lat: 33.866039, Lng: -84.380989), Route carried "on" structure: US 19, Year Built: 1961, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 30,200 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 45,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 87.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $931,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,396,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210031, Location: IN S. SANDY SPRINGS (Lat: 33.912250, Lng: -84.379078), Route carried "on" structure: US 19, Year Built: 1961, Year Reconstructed: 2019, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 43,100 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 52,500 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-285, Facility Carried by Structure: ROSWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: June 2021, Bridge Improvement Cost: $1,719,000, Roadway Improvement Cost: $172,000, Total Project Cost: $2,579,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1210031, Location: IN S. SANDY SPRINGS (Lat: 33.912250, Lng: -84.379078), Route carried "on" structure: US 19, Year Built: 1961, Year Reconstructed: 2019, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 43,100 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 52,500 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-285, Facility Carried by Structure: ROSWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: June 2021, Bridge Improvement Cost: $1,719,000, Roadway Improvement Cost: $172,000, Total Project Cost: $2,579,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 1210032, Location: 5.2 MI S OF ROSWELL (Lat: 33.940739, Lng: -84.374828), Route carried "on" structure: State highway 9, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 35,770 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 53,655 (year 2031), Design Load: HS 20+Mod, Features Intersected: MARSH CREEK, Facility Carried by Structure: ROSWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
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: 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: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000
Structure Number: 1210032, Location: 5.2 MI S OF ROSWELL (Lat: 33.940739, Lng: -84.374828), Route carried "on" structure: State highway 9, Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 35,770 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 53,655 (year 2031), Design Load: HS 20+Mod, Features Intersected: MARSH CREEK, Facility Carried by Structure: ROSWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
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: 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: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000
Find on map >> Show street view
Structure Number: 121011, Location: IN N ATLANTA (Lat: 33.814597, Lng: -84.366600), Route carried "on" structure: State highway 237, Year Built: 1960, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 36,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 55,470 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD, Facility Carried by Structure: PIEDMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,201,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121011, Location: IN N ATLANTA (Lat: 33.814597, Lng: -84.366600), Route carried "on" structure: State highway 237, Year Built: 1960, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 36,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 55,470 (year 2032), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD, Facility Carried by Structure: PIEDMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,201,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210119, Location: JCT I-285 & SR 400 (Lat: 33.909750, Lng: -84.357419), Route carried "on" structure: US 19, Year Built: 1968, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 115,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 172,500 (year 2031), Design Load: HS 20+Mod, Features Intersected: RMP I285 CBL TO SR400 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: April 2020, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,354,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210119, Location: JCT I-285 & SR 400 (Lat: 33.909750, Lng: -84.357419), Route carried "on" structure: US 19, Year Built: 1968, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 115,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 172,500 (year 2031), Design Load: HS 20+Mod, Features Intersected: RMP I285 CBL TO SR400 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: April 2020, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,354,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210121, Location: 5.9 MI S OF ROSWELL (Lat: 33.933369, Lng: -84.357817), Route carried "on" structure: US 19, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 177,890 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 266,835 (year 2031), Design Load: HS 20+Mod, Features Intersected: M-9250 ABERNATHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 45.3m (148.6ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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: April 2020, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $178,000, Total Project Cost: $2,677,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210121, Location: 5.9 MI S OF ROSWELL (Lat: 33.933369, Lng: -84.357817), Route carried "on" structure: US 19, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 177,890 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 266,835 (year 2031), Design Load: HS 20+Mod, Features Intersected: M-9250 ABERNATHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 45.3m (148.6ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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: April 2020, Bridge Improvement Cost: $1,785,000, Roadway Improvement Cost: $178,000, Total Project Cost: $2,677,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210123, Location: 3.6 MI S OF ROSWELL (Lat: 34.003822, Lng: -84.336114), Route carried "on" structure: US 19, Year Built: 1969, Year Reconstructed: 1985, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 175,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 263,295 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 139 ROBERTS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 40.8m (133.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.7 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: 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: October 2021, Bridge Improvement Cost: $1,391,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,086,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210123, Location: 3.6 MI S OF ROSWELL (Lat: 34.003822, Lng: -84.336114), Route carried "on" structure: US 19, Year Built: 1969, Year Reconstructed: 1985, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 175,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 263,295 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 139 ROBERTS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 40.8m (133.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.7 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: 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: October 2021, Bridge Improvement Cost: $1,391,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,086,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121024, Location: IN W ATLANTA (Lat: 33.806178, Lng: -84.493189), Route carried "on" structure: Interstate 285, Year Built: 1968, Year Reconstructed: 1982, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 135,310 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 202,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: PROCTOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.3m (128.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 40.0m (131.2ft), Out-to-Out Width: 41.0m (134.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: $3,296,000, Roadway Improvement Cost: $330,000, Total Project Cost: $4,944,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 121024, Location: IN W ATLANTA (Lat: 33.806178, Lng: -84.493189), Route carried "on" structure: Interstate 285, Year Built: 1968, Year Reconstructed: 1982, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 135,310 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 202,965 (year 2032), Design Load: HS 20+Mod, Features Intersected: PROCTOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.3m (128.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 40.0m (131.2ft), Out-to-Out Width: 41.0m (134.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: 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: $3,296,000, Roadway Improvement Cost: $330,000, Total Project Cost: $4,944,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 1210244, Location: IN N FULTON COUNTY (Lat: 33.913217, Lng: -84.392514), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 213,050 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 319,575 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9249 LONG ISLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 48.3m (158.5ft), Out-to-Out Width: 50.1m (164.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 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: 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $1,566,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1210244, Location: IN N FULTON COUNTY (Lat: 33.913217, Lng: -84.392514), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 213,050 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 319,575 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9249 LONG ISLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 48.3m (158.5ft), Out-to-Out Width: 50.1m (164.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 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: 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $1,566,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 1210245, Location: IN N FULTON COUNTY (Lat: 33.912531, Lng: -84.387119), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 213,050 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 319,575 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 299 LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 58.2m (190.9ft), Out-to-Out Width: 60.0m (196.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 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: $1,492,000, Roadway Improvement Cost: $149,000, Total Project Cost: $2,238,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210245, Location: IN N FULTON COUNTY (Lat: 33.912531, Lng: -84.387119), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 213,050 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 319,575 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 299 LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 58.2m (190.9ft), Out-to-Out Width: 60.0m (196.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 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: $1,492,000, Roadway Improvement Cost: $149,000, Total Project Cost: $2,238,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210246, Location: IN N FULTON (Lat: 33.910214, Lng: -84.361739), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 199,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 298,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9252 GLENRIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 57.6m (189.0ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,806,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,709,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210246, Location: IN N FULTON (Lat: 33.910214, Lng: -84.361739), Route carried "on" structure: Interstate 285, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 199,320 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 298,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9252 GLENRIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 12, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 56.7m (186.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 57.6m (189.0ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,806,000, Roadway Improvement Cost: $181,000, Total Project Cost: $2,709,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210247, Location: IN N FULTON (Lat: 33.911831, Lng: -84.356681), Route carried "on" structure: Interstate 285, Year Built: 1969, Year Reconstructed: 2019, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 208,960 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 313,440 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400 NBL (US 19)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 12, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 51.4m (168.6ft), Out-to-Out Width: 53.2m (174.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: $3,248,000, Roadway Improvement Cost: $325,000, Total Project Cost: $4,871,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210247, Location: IN N FULTON (Lat: 33.911831, Lng: -84.356681), Route carried "on" structure: Interstate 285, Year Built: 1969, Year Reconstructed: 2019, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 208,960 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 313,440 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400 NBL (US 19)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 12, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 51.4m (168.6ft), Out-to-Out Width: 53.2m (174.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: $3,248,000, Roadway Improvement Cost: $325,000, Total Project Cost: $4,871,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210248, Location: IN N FULTON (Lat: 33.913842, Lng: -84.351947), Route carried "on" structure: Interstate 285, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 235,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 352,890 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9219 P'TREE DUNWOODY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 13, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 61.7m (202.4ft), Out-to-Out Width: 63.6m (208.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,282,000, Roadway Improvement Cost: $328,000, Total Project Cost: $4,923,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210248, Location: IN N FULTON (Lat: 33.913842, Lng: -84.351947), Route carried "on" structure: Interstate 285, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 235,260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 352,890 (year 2032), Design Load: HS 20+Mod, Features Intersected: M-9219 P'TREE DUNWOODY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 13, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.5m (191.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 61.7m (202.4ft), Out-to-Out Width: 63.6m (208.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,282,000, Roadway Improvement Cost: $328,000, Total Project Cost: $4,923,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210251, Location: IN COLLEGE PARK (Lat: 33.619453, Lng: -84.461697), Route carried "on" structure: Interstate 285, Year Built: 1985, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 105,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 158,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-85 RAMP NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.170, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1210251, Location: IN COLLEGE PARK (Lat: 33.619453, Lng: -84.461697), Route carried "on" structure: Interstate 285, Year Built: 1985, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 105,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 158,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-85 RAMP NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.170, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1210257, Location: IN N FULTON (Lat: 33.913289, Lng: -84.357089), Route carried "on" structure: Ramp Interstate 285, Year Built: 1969, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 7,850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,775 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400 NBL (US 19)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $904,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,355,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210257, Location: IN N FULTON (Lat: 33.913289, Lng: -84.357089), Route carried "on" structure: Ramp Interstate 285, Year Built: 1969, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 7,850 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,775 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 400 NBL (US 19)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $904,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,355,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210272, Location: 4 MI E OF SR 92 (Lat: 33.655789, Lng: -84.574847), Route carried "on" structure: County highway 9069, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,265 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK TRIB, Facility Carried by Structure: BUTNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 1210272, Location: 4 MI E OF SR 92 (Lat: 33.655789, Lng: -84.574847), Route carried "on" structure: County highway 9069, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,510 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,265 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK TRIB, Facility Carried by Structure: BUTNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Find on map >> Show street view
Structure Number: 1210278, Location: 6.6 MI SE OF ROSWELL (Lat: 33.965128, Lng: -84.264806), Route carried "on" structure: City street 9268, Year Built: 1952, Year Reconstructed: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,525 (year 2031), Design Load: H 15, Features Intersected: CROOKED CREEK, Facility Carried by Structure: SPALDING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 33.5 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: Meets minimum limits, 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: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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
Structure Number: 1210278, Location: 6.6 MI SE OF ROSWELL (Lat: 33.965128, Lng: -84.264806), Route carried "on" structure: City street 9268, Year Built: 1952, Year Reconstructed: 1961, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,525 (year 2031), Design Load: H 15, Features Intersected: CROOKED CREEK, Facility Carried by Structure: SPALDING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 33.5 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: Meets minimum limits, 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: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 1210293, Location: 7.2 MI S OF ALPHARETTA (Lat: 33.967175, Lng: -84.324703), Route carried "on" structure: County highway 9387, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,245 (year 2031), Features Intersected: BALL CREEK, Facility Carried by Structure: DUNWOODY CLUB DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County 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: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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 minimum criteria, Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1210293, Location: 7.2 MI S OF ALPHARETTA (Lat: 33.967175, Lng: -84.324703), Route carried "on" structure: County highway 9387, Year Built: 1931, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,830 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,245 (year 2031), Features Intersected: BALL CREEK, Facility Carried by Structure: DUNWOODY CLUB DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County 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: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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 minimum criteria, Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1210316, Location: 2.1 MI SW OF ROSWELL (Lat: 33.991689, Lng: -84.338189), Route carried "on" structure: County highway 139, Year Built: 1969, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 400 (US 19), Facility Carried by Structure: ROBERTS DRIVE
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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Very 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,145,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,717,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210316, Location: 2.1 MI SW OF ROSWELL (Lat: 33.991689, Lng: -84.338189), Route carried "on" structure: County highway 139, Year Built: 1969, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 400 (US 19), Facility Carried by Structure: ROBERTS DRIVE
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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Very 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: 121032, Location: IN NW ATLANTA (Lat: 33.770819, Lng: -84.399939), Route carried "on" structure: City street 9003, Year Built: 1951, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 14,560 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,840 (year 2032), Design Load: HS 20, Features Intersected: SR 8 NORTH AVE., Facility Carried by Structure: MARIETTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121032, Location: IN NW ATLANTA (Lat: 33.770819, Lng: -84.399939), Route carried "on" structure: City street 9003, Year Built: 1951, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 14,560 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 21,840 (year 2032), Design Load: HS 20, Features Intersected: SR 8 NORTH AVE., Facility Carried by Structure: MARIETTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210327, Location: IN N ATLANTA (Lat: 33.906458, Lng: -84.431989), Route carried "on" structure: City street 9022, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 8.78m (28.81ft), 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-285 (SR 407), Facility Carried by Structure: NORTHSIDE DR (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: June 2021, Bridge Improvement Cost: $1,432,000, Roadway Improvement Cost: $143,000, Total Project Cost: $2,148,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210327, Location: IN N ATLANTA (Lat: 33.906458, Lng: -84.431989), Route carried "on" structure: City street 9022, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 8.78m (28.81ft), 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-285 (SR 407), Facility Carried by Structure: NORTHSIDE DR (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: June 2021, Bridge Improvement Cost: $1,432,000, Roadway Improvement Cost: $143,000, Total Project Cost: $2,148,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121044, Location: IN N ATLANTA (Lat: 33.848289, Lng: -84.432558), Route carried "on" structure: City street 9208, Year Built: 1950, Year Reconstructed: 1986, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,840 (year 2031), Design Load: HS 15, Features Intersected: NANCY CREEK, Facility Carried by Structure: W PACES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), 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: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: March 2020, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $46,000, Total Project Cost: $694,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121044, Location: IN N ATLANTA (Lat: 33.848289, Lng: -84.432558), Route carried "on" structure: City street 9208, Year Built: 1950, Year Reconstructed: 1986, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,840 (year 2031), Design Load: HS 15, Features Intersected: NANCY CREEK, Facility Carried by Structure: W PACES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), 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: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: March 2020, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $46,000, Total Project Cost: $694,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210443, Location: 2.3 MI S OF I-285 (Lat: 33.886078, Lng: -84.426489), Route carried "on" structure: County highway 9212, Year Built: 1931, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,115 (year 2031), Features Intersected: LONG ISLAND CREEK, Facility Carried by Structure: NORTHSIDE 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: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 7.53m (24.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1210443, Location: 2.3 MI S OF I-285 (Lat: 33.886078, Lng: -84.426489), Route carried "on" structure: County highway 9212, Year Built: 1931, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,410 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,115 (year 2031), Features Intersected: LONG ISLAND CREEK, Facility Carried by Structure: NORTHSIDE 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: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 7.53m (24.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1210444, Location: IN N FULTON (Lat: 33.914919, Lng: -84.400619), Route carried "on" structure: City street 9212, Year Built: 1962, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 11,450 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,175 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-285 (SR 407), Facility Carried by Structure: MT. VERNON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), 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: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,705,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210444, Location: IN N FULTON (Lat: 33.914919, Lng: -84.400619), Route carried "on" structure: City street 9212, Year Built: 1962, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 11,450 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 17,175 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-285 (SR 407), Facility Carried by Structure: MT. VERNON HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), 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: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,705,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121045, Location: IN N ATLANTA (Lat: 33.870139, Lng: -84.372078), Route carried "on" structure: City street 9244, Year Built: 1928, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10,470 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 15,705 (year 2031), Features Intersected: NANCY CREEK, Facility Carried by Structure: WIEUCA 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: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 42.31m (138.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 121045, Location: IN N ATLANTA (Lat: 33.870139, Lng: -84.372078), Route carried "on" structure: City street 9244, Year Built: 1928, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10,470 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 15,705 (year 2031), Features Intersected: NANCY CREEK, Facility Carried by Structure: WIEUCA 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: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 42.31m (138.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000, 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: 1210451, Location: 1.3 MI N OF MT PARON ROAD (Lat: 33.895519, Lng: -84.411019), Route carried "on" structure: County highway 9247, Year Built: 1993, Year Reconstructed: 2004, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,825 (year 2031), Design Load: H 15, Features Intersected: LONG ISLAND CREEK, Facility Carried by Structure: POWERS FERRY 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 31.7 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210451, Location: 1.3 MI N OF MT PARON ROAD (Lat: 33.895519, Lng: -84.411019), Route carried "on" structure: County highway 9247, Year Built: 1993, Year Reconstructed: 2004, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,550 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,825 (year 2031), Design Load: H 15, Features Intersected: LONG ISLAND CREEK, Facility Carried by Structure: POWERS FERRY 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 31.7 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 replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1210452, Location: IN N FULTON (Lat: 33.915900, Lng: -84.406658), Route carried "on" structure: City street 9248, Year Built: 1962, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,670 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,005 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-285 (SR 407), Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 10, 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: 22.3m (73.2ft), 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: 12.2m (40.0ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.23m (46.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,512,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1210452, Location: IN N FULTON (Lat: 33.915900, Lng: -84.406658), Route carried "on" structure: City street 9248, Year Built: 1962, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,670 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 7,005 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-285 (SR 407), Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 10, 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: 22.3m (73.2ft), 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: 12.2m (40.0ft)
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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.23m (46.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,512,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 1210453, Location: 1 MI N OF JCT I-285 (Lat: 33.933878, Lng: -84.410039), Route carried "on" structure: County highway 9248, Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,870 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 17,805 (year 2031), Design Load: H 15, Features Intersected: CHATTAHOOCHEE RIVER TRIB, Facility Carried by Structure: RIVERSIDE DRIVE
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: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, 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: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1210453, Location: 1 MI N OF JCT I-285 (Lat: 33.933878, Lng: -84.410039), Route carried "on" structure: County highway 9248, Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,870 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 17,805 (year 2031), Design Load: H 15, Features Intersected: CHATTAHOOCHEE RIVER TRIB, Facility Carried by Structure: RIVERSIDE DRIVE
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: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, 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: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 41.15m (135.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1210455, Location: 3.2 MI N OF I-285 (Lat: 33.956811, Lng: -84.356228), Route carried "on" structure: City street 9248, Year Built: 1968, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 11,710 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 17,565 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 400 (US 19), Facility Carried by Structure: SPALDING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), 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: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $3,225,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1210455, Location: 3.2 MI N OF I-285 (Lat: 33.956811, Lng: -84.356228), Route carried "on" structure: City street 9248, Year Built: 1968, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 11,710 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 17,565 (year 2031), Design Load: HS 20+Mod, Features Intersected: SR 400 (US 19), Facility Carried by Structure: SPALDING DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), 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: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $3,225,000, Deck Structure Type: Concrete Cast-file-Place