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

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Structure Number: 1210177,  Location: IN W ATLANTA (Lat: 33.742228,  Lng: -84.421700),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 136,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CS 1575 LUCILE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.514,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.18m (49.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,262,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $4,893,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210178,  Location: IN W ATLANTA (Lat: 33.741469,  Lng: -84.417658),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 143,320 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 214,980 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: JOSEPH E. LOWERY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.514,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: April 2021,  Bridge Improvement Cost: $1,792,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $2,689,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210179,  Location: IN W ATLANTA (Lat: 33.741131,  Lng: -84.411414),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 136,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 14- M-9124- NS RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.123,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,286,000,  Roadway Improvement Cost: $529,000,  Total Project Cost: $7,930,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 121018,  Location: IN ATLANTA (Lat: 33.741158,  Lng: -84.407728),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 27.22m (89.30ft),  Average Daily Traffic: 164,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 246,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3- NOR SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.123,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 57.6m (189.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $13,005,000,  Roadway Improvement Cost: $1,300,000,  Total Project Cost: $19,507,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210181,  Location: IN ATLANTA (Lat: 33.745067,  Lng: -84.398017),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 142,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 213,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9160 WINDSOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.733,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 58.1m (190.6ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,760,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $4,140,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210188,  Location: IN W ATLANTA (Lat: 33.760628,  Lng: -84.492808),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 12,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 CBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.077,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,104,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210189,  Location: IN W ATLANTA (Lat: 33.760789,  Lng: -84.493250),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1979,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 4,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.077,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: $1,566,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,349,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210196,  Location: IN UNION CITY (Lat: 33.578819,  Lng: -84.520544),  Route carried "on" structure: Interstate 85,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 128,080 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 192,120 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRANCH MORNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.607,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1210198,  Location: IN S ATLANTA (Lat: 33.681319,  Lng: -84.411567),  Route carried "on" structure: Interstate 85,  Year Built: 1963,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 125,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 188,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9082 CLEVELAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.310,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.9m (111.2ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102,  Location: IN S ATLANTA (Lat: 33.684197,  Lng: -84.407894),  Route carried "on" structure: Interstate 85,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 92,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 138,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3 METROPOLITAIN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.310,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 36.3m (119.1ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1210205,  Location: IN S ATLANTA (Lat: 33.688669,  Lng: -84.401078),  Route carried "on" structure: Interstate 85,  Year Built: 1986,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 92,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 138,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RAMP FR. RD. TO I-75 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.310,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210206,  Location: IN N ATLANTA (Lat: 33.803669,  Lng: -84.383875),  Route carried "on" structure: State highway 13,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 30,510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,765 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: $1,274,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,911,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210207,  Location: IN N ATLANTA (Lat: 33.810947,  Lng: -84.371447),  Route carried "on" structure: State highway 13,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 78,970 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 118,455 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CS 519 ARMOUR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,375,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210208,  Location: IN N ATLNTA (Lat: 33.812983,  Lng: -84.366728),  Route carried "on" structure: State highway 13,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 71,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,280 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 237 PIEDMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,442,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210209,  Location: IN N ATLANTA (Lat: 33.814314,  Lng: -84.364753),  Route carried "on" structure: State highway 13,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 18.68m (61.29ft),  Average Daily Traffic: 71,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,280 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NS RR.+ PTREE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,702,000,  Roadway Improvement Cost: $370,000,  Total Project Cost: $5,552,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1210211,  Location: IN N ATLANTA (Lat: 33.820678,  Lng: -84.359425),  Route carried "on" structure: State highway 13,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 71,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,280 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 236 LINDBERGH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,159,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,739,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1210213,  Location: IN N ATLANTA (Lat: 33.823528,  Lng: -84.353669),  Route carried "on" structure: Interstate 85,  Year Built: 1984,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 35.87m (117.68ft),  Average Daily Traffic: 210,190 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 315,285 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9213- PEACHTREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.622,  Lanes on structure: 13,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.1m (170.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 51.7m (169.6ft),  Out-to-Out Width: 52.7m (172.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $18,395,000,  Roadway Improvement Cost: $1,840,000,  Total Project Cost: $27,593,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210222,  Location: IN SOUTH FULTON (Lat: 33.623031,  Lng: -84.488242),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 91,880 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 137,820 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 14 (US 29)- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 51.1m (167.7ft),  Out-to-Out Width: 53.2m (174.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 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: 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: 1210224,  Location: IN S W ATLANTA (Lat: 33.673369,  Lng: -84.498478),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 130,510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 195,765 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9056 N CAMP CREEK PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 8,  Lanes under structure: 4,  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: 20.4m (66.9ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210226,  Location: IN S W ATLANTA (Lat: 33.674542,  Lng: -84.498667),  Route carried "on" structure: Interstate 285,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 130,510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 195,765 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1210227,  Location: IN S W ATLANTA (Lat: 33.683997,  Lng: -84.499789),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 130,510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 195,765 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9059 GREENBRIAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 1210229,  Location: IN SOUTHWEST ATLANTA (Lat: 33.698300,  Lng: -84.499047),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 137,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 206,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9058 MT GILEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210231,  Location: IN WEST ATLANTA (Lat: 33.713519,  Lng: -84.500161),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 137,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 206,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF S UTOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1210232,  Location: IN WEST ATLANTA (Lat: 33.718178,  Lng: -84.502178),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 137,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 206,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH UTOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 42.8m (140.4ft),  Out-to-Out Width: 44.6m (146.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 47.1 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,  Waterway Adequacy: 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: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 1210234,  Location: IN W ATLANTA (Lat: 33.723039,  Lng: -84.502689),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 142,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 213,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9053 CASCADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 8,  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: 20.4m (66.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.8m (133.9ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210236,  Location: IN W ATLANTA (Lat: 33.744369,  Lng: -84.498689),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 142,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 213,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORTH UTOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2021,  Bridge Improvement Cost: $1,720,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,580,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210237,  Location: IN W ATLANTA (Lat: 33.756256,  Lng: -84.494425),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 136,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 204,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CS 2766 DELMAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.7m (156.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,195,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,792,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1210238,  Location: IN W ATLANTA (Lat: 33.767839,  Lng: -84.494069),  Route carried "on" structure: Interstate 285,  Year Built: 1964,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 151,240 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 226,860 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9045 COLLIER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Bridge Improvement Cost: $959,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,439,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1210239,  Location: IN W ATLANTA (Lat: 33.767928,  Lng: -84.494719),  Route carried "on" structure: Interstate 285,  Year Built: 1964,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 151,240 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 226,860 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9045 COLLIER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,033,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210242,  Location: IN W ATLANTA (Lat: 33.809269,  Lng: -84.495469),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 25.82m (84.71ft),  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: CR 1971- CHATT RIV.- RR
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: 39.3m (128.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 2018,  Other Special Inspection Date: December 2019,  Bridge Improvement Cost: $8,725,000,  Roadway Improvement Cost: $872,000,  Total Project Cost: $13,087,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210249,  Location: 3 MI E OF HAPEVILLE (Lat: 33.656669,  Lng: -84.363661),  Route carried "on" structure: Interstate 285,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 121,960 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 182,940 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POOLE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.514,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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: August 2020

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Structure Number: 1210252,  Location: IN W ATLANTA (Lat: 33.756289,  Lng: -84.494878),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1978,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,940 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,410 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CS 2766 DELMAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 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: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $461,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $692,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210253,  Location: IN W ATLANTA (Lat: 33.762519,  Lng: -84.492619),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1966,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 11,540 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 CBL (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 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: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $594,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $891,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210254,  Location: IN W ATLANTA (Lat: 33.761758,  Lng: -84.491258),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1966,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 11,540 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RMP I-20W TO I-285 CCBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $483,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $725,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210255,  Location: IN W ATLANTA (Lat: 33.766119,  Lng: -84.494139),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1965,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 18,410 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,615 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 CCBL (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 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: 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: $529,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $793,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210256,  Location: IN W ATLANTA (Lat: 33.799678,  Lng: -84.487628),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1968,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 4,280 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,420 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PROCTOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $659,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $989,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210311,  Location: IN W ATLANTA (Lat: 33.741458,  Lng: -84.414100),  Route carried "on" structure: City street 1002,  Year Built: 1962,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 5,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,890 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: LEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,732,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,598,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1210319,  Location: IN S.W. ATLANTA (Lat: 33.708119,  Lng: -84.474539),  Route carried "on" structure: City street 9000,  Year Built: 1929,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,335 (year 2031),  Features Intersected: SOUTH UTOY CREEK,  Facility Carried by Structure: DODSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: 41.45m (135.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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,  Membrane: Built-up

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Structure Number: 1210324,  Location: IN N ATLANTA (Lat: 33.822369,  Lng: -84.449569),  Route carried "on" structure: City street 9013,  Year Built: 1940,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 12,080 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,120 (year 2031),  Design Load: H 15,  Features Intersected: CSX RAILROAD (639133L),  Facility Carried by Structure: MOORES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 43.59m (143.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $668,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210325,  Location: IN N ATLANTA (Lat: 33.826289,  Lng: -84.442889),  Route carried "on" structure: City street 9013,  Year Built: 1924,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 12,070 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,105 (year 2031),  Features Intersected: PEACHTREE CREEK,  Facility Carried by Structure: MOORES MILL 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: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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 minimum criteria,  Length Of Structure Improvement: 45.72m (150.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $707,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,061,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up