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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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