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

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Structure Number: 890041,  Location: 6.5 MI SE OF DECATUR (Lat: 33.683725,  Lng: -84.248811),  Route carried "on" structure: State highway 155,  Year Built: 1984,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 33,500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 50,250 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COBBS CREEK,  Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: $1,421,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,131,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890055,  Location: 3.5 MI S OF DECATUR (Lat: 33.714819,  Lng: -84.297939),  Route carried "on" structure: Interstate 20,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 131,680 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 197,520 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DOOLITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.998,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 2020,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $559,000

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Structure Number: 890056,  Location: 7 MI SE OF DECATUR (Lat: 33.715039,  Lng: -84.264319),  Route carried "on" structure: Interstate 20,  Year Built: 1959,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 132,090 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 198,135 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.217,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: 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: April 2020,  Bridge Improvement Cost: $609,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $914,000

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Structure Number: 890096,  Location: 5.8 MI SE OF DECATUR (Lat: 33.714625,  Lng: -84.240919),  Route carried "on" structure: Interstate 285,  Year Built: 1965,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 150,790 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 226,185 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.030,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 41.9m (137.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2020,  Bridge Improvement Cost: $2,263,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $3,394,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890097,  Location: INTERSECTION I-20 & I-285 (Lat: 33.714911,  Lng: -84.243164),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 48,800 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,200 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.030,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.66m (44.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,164,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,745,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890098,  Location: 8.5 MI SE OF DECATUR (Lat: 33.698983,  Lng: -84.257944),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 150,790 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 226,185 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.249,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: $2,081,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $3,121,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 890099,  Location: 8 MI S OF DECATUR (Lat: 33.696197,  Lng: -84.285728),  Route carried "on" structure: Interstate 285,  Year Built: 1967,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 145,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 218,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DOOLITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.858,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 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,  Waterway Adequacy: Equal 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: $1,772,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $2,658,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8901,  Location: 8 MI S OF DECATUR (Lat: 33.690328,  Lng: -84.299989),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 145,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 218,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.467,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  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: $1,174,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,761,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 890101,  Location: 8 MI S OF DECATUR (Lat: 33.689808,  Lng: -84.301358),  Route carried "on" structure: Interstate 285,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 145,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 218,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.467,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.9m (134.2ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,174,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,761,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 89012,  Location: 7.5 MI S OF DECATUR (Lat: 33.656453,  Lng: -84.286244),  Route carried "on" structure: City street 9394,  Year Built: 1958,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,080 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,120 (year 2031),  Design Load: H 15,  Features Intersected: CONLEY CREEK,  Facility Carried by Structure: BOULDERCREST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $363,000

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Structure Number: 890145,  Location: 6 MI SE OF DECATUR (Lat: 33.684528,  Lng: -84.272608),  Route carried "on" structure: City street 9091,  Year Built: 1962,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 19,230 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,845 (year 2031),  Design Load: H 15,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: PANTHERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.82m (35.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $563,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $844,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890146,  Location: 7.5 MI SE OF DECATUR (Lat: 33.699008,  Lng: -84.270869),  Route carried "on" structure: City street 9091,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 19,230 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,845 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: PANTHERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,522,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $2,283,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 890152,  Location: 8.5 MI S OF DECATUR (Lat: 33.692964,  Lng: -84.293572),  Route carried "on" structure: City street 9121,  Year Built: 1967,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 8,910 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,365 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: CLIFTON SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $985,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,477,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890153,  Location: 5.5 MI S OF DECATUR (Lat: 33.690439,  Lng: -84.278639),  Route carried "on" structure: County highway 9121,  Year Built: 1970,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,080 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,620 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DOOLITTLE CREEK,  Facility Carried by Structure: CLIFTON SPRINGS RD
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: 9.4m (30.8ft),  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: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000

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Structure Number: 890154,  Location: 8.5 MI SE OF DECATUR (Lat: 33.701739,  Lng: -84.252169),  Route carried "on" structure: County highway 9121,  Year Built: 1967,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 10,670 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,005 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: COLUMBIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  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: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 49.38m (162.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,758,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 89016,  Location: 4.5 MI SE OF DECATUR (Lat: 33.709728,  Lng: -84.265908),  Route carried "on" structure: County highway 9122,  Year Built: 1925,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,740 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,110 (year 2031),  Design Load: H 15,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: RAINBOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  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: March 2020,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000

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Structure Number: 890161,  Location: 8.2 MI SE OF DECATUR (Lat: 33.709539,  Lng: -84.246269),  Route carried "on" structure: County highway 9122,  Year Built: 1967,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 14,520 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,780 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285- I-20 RAMP,  Facility Carried by Structure: RAINBOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.0 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.64m (54.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,309,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,963,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890162,  Location: 5.4 MI SE OF DECATUR (Lat: 33.709536,  Lng: -84.239475),  Route carried "on" structure: County highway 9122,  Year Built: 1973,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 14,520 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,780 (year 2031),  Design Load: H 20,  Features Intersected: COBB CREEK,  Facility Carried by Structure: RAINBOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: 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: 41.79m (137.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $305,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890248,  Location: 5.8 MI SE OF DECATUR (Lat: 33.693164,  Lng: -84.253775),  Route carried "on" structure: County highway 9121,  Year Built: 1977,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,670 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,005 (year 2031),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: COLUMBIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: March 2020,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890258,  Location: 5.8 MI SE OF DECATUR (Lat: 33.713561,  Lng: -84.242244),  Route carried "on" structure: Interstate 285,  Year Built: 1983,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 150,790 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 226,185 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.030,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $686,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,029,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 890259,  Location: I-285 & I-20 INT. (Lat: 33.714089,  Lng: -84.243875),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1985,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 22,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,840 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.030,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: $378,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $567,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 89026,  Location: 5.8 MI SE OF DECATUR (Lat: 33.712814,  Lng: -84.243164),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1982,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 48,800 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,200 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.030,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,032,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,547,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 890309,  Location: 1.5 MI S OF DECATUR (Lat: 33.713581,  Lng: -84.272272),  Route carried "on" structure: State highway 155,  Year Built: 1992,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 23,540 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,310 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: CANDLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Very 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,745,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,618,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890313,  Location: 7 MI SE OF DECATUR (Lat: 33.716147,  Lng: -84.252378),  Route carried "on" structure: City street 9121,  Year Built: 1992,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 20,870 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,305 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: COLUMBIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  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: May 2020,  Bridge Improvement Cost: $1,321,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,982,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890319,  Location: 3 MI S OF DECATUR (Lat: 33.712258,  Lng: -84.285719),  Route carried "on" structure: County highway 168,  Year Built: 1992,  Status: Open,  Structure Length: 6.10m (20.01ft),  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: I-20,  Facility Carried by Structure: LLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,172,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895002,  Location: 3 MI S OF DECATUR (Lat: 33.708558,  Lng: -84.295028),  Route carried "on" structure: County highway 97,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: DOOLITTLE CREEK,  Facility Carried by Structure: WHITES MILL ROAD
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: 7.0m (23.0ft),  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: 1.8m (5.9ft),  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 895003,  Location: 7.4 MI SE OF DECATUR (Lat: 33.670008,  Lng: -84.247519),  Route carried "on" structure: City street 9351,  Year Built: 1958,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 7,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,640 (year 2031),  Design Load: H 15,  Features Intersected: CONLEY CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  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: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Very 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: Somewhat better than minimum adequacy,  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: 42.73m (140.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $481,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 89501,  Location: 5 MI SE OF DECATUR (Lat: 33.680700,  Lng: -84.249519),  Route carried "on" structure: County highway 566,  Year Built: 1958,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 7,300 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,950 (year 2031),  Design Load: H 15,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: WALDROP ROAD
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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 166.36m (545.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $695,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,043,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 895011,  Location: 6.2 MI S OF DECATUR (Lat: 33.681989,  Lng: -84.272278),  Route carried "on" structure: County highway 9428,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,370 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,055 (year 2031),  Design Load: H 15,  Features Intersected: BLUE CREEK,  Facility Carried by Structure: OAKVALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000

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Structure Number: 895075,  Location: 4 MI SE OF DECATUR (Lat: 33.683500,  Lng: -84.254539),  Route carried "on" structure: County highway 4617,  Year Built: 1971,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 15,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: WARRIOR PATH ROAD
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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $645,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $967,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895148,  Location: 4.3 MI S OF DECATUR (Lat: 33.705642,  Lng: -84.292317),  Route carried "on" structure: City street 9122,  Year Built: 2005,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 7,310 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,965 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DOLITTLE CREEK,  Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $547,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $821,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895167,  Location: 8.25 MILES SE OF DECATUR (Lat: 33.665669,  Lng: -84.224325),  Route carried "on" structure: County highway 5186,  Year Built: 2009,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 13,260 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,890 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER,  Facility Carried by Structure: FLAKES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: $1,368,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,051,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895172,  Location: 8.5 MI SE OF DECATUR (Lat: 33.698942,  Lng: -84.266056),  Route carried "on" structure: State highway 155,  Year Built: 2018,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 39,800 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,200 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: FLAT SHOALS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $27,972,000,  Roadway Improvement Cost: $2,797,000,  Total Project Cost: $41,958,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890096,  Location: 5.8 MI SE OF DECATUR (Lat: 33.714625,  Lng: -84.240919),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 184,800 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 107.826,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 890097,  Location: INTERSECTION I-20 & I-285 (Lat: 33.714911,  Lng: -84.243164),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-285 CBL RAMP (SR 407),  Facility Carried by Structure: I-285 CBL RAMP
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 107.826,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 890146,  Location: 7.5 MI SE OF DECATUR (Lat: 33.699008,  Lng: -84.270869),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9091 PANTHERSVILLE RD.,  Facility Carried by Structure: PANTHERSVILLE RD
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 78.858,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 890146,  Location: 7.5 MI SE OF DECATUR (Lat: 33.699008,  Lng: -84.270869),  Route carried "under" structure: Ramp Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: M-9091 PANTHERSVILLE RD,  Facility Carried by Structure: PANTHERSVILLE RD
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 78.858,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 890152,  Location: 8.5 MI S OF DECATUR (Lat: 33.692964,  Lng: -84.293572),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: M9121 CLIFTON SPRINGS RD,  Facility Carried by Structure: CLIFTON SPRING RD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 80.467,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890154,  Location: 8.5 MI SE OF DECATUR (Lat: 33.701739,  Lng: -84.252169),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 130,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9121 COLUMBIA DRIVE,  Facility Carried by Structure: COLUMBIA DRIVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 75.639,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890161,  Location: 8.2 MI SE OF DECATUR (Lat: 33.709539,  Lng: -84.246269),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 11,051 (year 1996),  Truck Traffic: 1%,  Features Intersected: M-9122 RAINBOW DRIVE,  Facility Carried by Structure: RAINBOW DRIVE
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 107.826,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890161,  Location: 8.2 MI SE OF DECATUR (Lat: 33.709539,  Lng: -84.246269),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 130,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9122 RAINBOW DRIVE,  Facility Carried by Structure: RAINBOW DRIVE
Minimum Vertical Clearance: 6.57m (21.56ft),  Kilometerpoint: 75.639,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890258,  Location: 5.8 MI SE OF DECATUR (Lat: 33.713561,  Lng: -84.242244),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 8,002 (year 1990),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 107.826,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 890259,  Location: I-285 & I-20 INT. (Lat: 33.714089,  Lng: -84.243875),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 160,300 (year 1994),  Truck Traffic: 1%,  Features Intersected: I-285 RAMP (SR 407),  Facility Carried by Structure: I-285 RAMP
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 107.826,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 89026,  Location: 5.8 MI SE OF DECATUR (Lat: 33.712814,  Lng: -84.243164),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 124,049 (year 2009),  Truck Traffic: 1%,  Features Intersected: I-285 RAMP (SR 407)
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 74.030,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890309,  Location: 1.5 MI S OF DECATUR (Lat: 33.713581,  Lng: -84.272272),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 132,200 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 155 CANDLER ROAD,  Facility Carried by Structure: CANDLER ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 104.607,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 890313,  Location: 7 MI SE OF DECATUR (Lat: 33.716147,  Lng: -84.252378),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9121 COLUMBIA DRIVE,  Facility Carried by Structure: COLUMBIA DRIVE
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 106.217,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 890319,  Location: 3 MI S OF DECATUR (Lat: 33.712258,  Lng: -84.285719),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 138,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 168 LLOYD ROAD,  Facility Carried by Structure: LLOYD ROAD
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 102.998,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 895172,  Location: 8.5 MI SE OF DECATUR (Lat: 33.698942,  Lng: -84.266056),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 123,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 155 FLAT SHOALS RD,  Facility Carried by Structure: FLAT SHOALS RD
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 77.249,  Lanes on structure: 7,  Length of Maximum Span: 0.0m