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

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Structure Number: 1515071,  Location: 1 MI W OF HAMPTON (Lat: 33.375467,  Lng: -84.297300),  Route carried "on" structure: State highway 20,  Year Built: 2004,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 7,770 (year 2005),  Average Future Daily Traffic: 11,655 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.124,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1515072,  Location: 1 MI W OF HAMPTON (Lat: 33.375150,  Lng: -84.297150),  Route carried "on" structure: State highway 20,  Year Built: 2004,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 7,770 (year 2005),  Average Future Daily Traffic: 11,655 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US 19/ SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.126,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550001,  Location: IN GRIFFIN (Lat: 33.229983,  Lng: -84.265833),  Route carried "on" structure: Business US 19,  Year Built: 1914,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 14,030 (year 2005),  Average Future Daily Traffic: 21,045 (year 2025),  Design Load: H 15,  Features Intersected: ISON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.440,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  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,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: 2550002,  Location: IN GRIFFIN (Lat: 33.247083,  Lng: -84.274667),  Route carried "on" structure: State highway 16,  Year Built: 1928,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 25,020 (year 2005),  Average Future Daily Traffic: 37,530 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.202,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550003,  Location: IN GRIFFIN (Lat: 33.262417,  Lng: -84.290133),  Route carried "on" structure: Business US 19,  Year Built: 1956,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 18,700 (year 2005),  Average Future Daily Traffic: 28,050 (year 2025),  Design Load: HS 20,  Features Intersected: SR 3 (US 19),  Facility Carried by Structure: SB RMP FROM SR 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.170,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  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: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550004,  Location: IN GRIFFIN (Lat: 33.278000,  Lng: -84.289867),  Route carried "on" structure: US 19,  Year Built: 1954,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 40,250 (year 2005),  Average Future Daily Traffic: 60,375 (year 2025),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.923,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.51m (34.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $172,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550005,  Location: IN GRIFFIN (Lat: 33.277833,  Lng: -84.290083),  Route carried "on" structure: US 19,  Year Built: 1954,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 40,250 (year 2005),  Average Future Daily Traffic: 60,375 (year 2025),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.925,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.51m (34.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $319,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550006,  Location: IN GRIFFIN (Lat: 33.230133,  Lng: -84.291450),  Route carried "on" structure: US 19,  Year Built: 1967,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 27,700 (year 2005),  Average Future Daily Traffic: 41,550 (year 2025),  Design Load: HS 20,  Features Intersected: SR 362
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.487,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  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: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550007,  Location: IN GRIFFIN (Lat: 33.230017,  Lng: -84.291717),  Route carried "on" structure: US 19,  Year Built: 1967,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 27,700 (year 2005),  Average Future Daily Traffic: 41,550 (year 2025),  Design Load: HS 20,  Features Intersected: SR 362
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.489,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  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: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550008,  Location: IN GRIFFIN (Lat: 33.242850,  Lng: -84.295717),  Route carried "on" structure: US 19,  Year Built: 1968,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 29,020 (year 2006),  Average Future Daily Traffic: 43,530 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-2508 W POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.633,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550009,  Location: IN GRIFFIN (Lat: 33.242817,  Lng: -84.295883),  Route carried "on" structure: US 19,  Year Built: 1968,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 27,700 (year 2005),  Average Future Daily Traffic: 41,550 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: M-2508 W POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.635,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550011,  Location: IN GRIFFIN (Lat: 33.258067,  Lng: -84.292433),  Route carried "on" structure: US 19,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 26,200 (year 2005),  Average Future Daily Traffic: 39,300 (year 2025),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: GRIFFIN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.807,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: September 2006

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Structure Number: 2550015,  Location: IN GRIFFIN (Lat: 33.247333,  Lng: -84.296767),  Route carried "on" structure: State highway 16,  Year Built: 1968,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 11,890 (year 2005),  Average Future Daily Traffic: 17,835 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: SR 3 SBL (US 19)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.974,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  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: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550016,  Location: IN GRIFFIN (Lat: 33.247500,  Lng: -84.296817),  Route carried "on" structure: State highway 16,  Year Built: 1968,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 16,300 (year 2005),  Average Future Daily Traffic: 24,450 (year 2025),  Design Load: HS 20,  Features Intersected: SR 3 NBL (US 19)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.975,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  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: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550018,  Location: IN GRIFFIN (Lat: 33.261000,  Lng: -84.291483),  Route carried "on" structure: City street 36,  Year Built: 1968,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 1,990 (year 2006),  Average Future Daily Traffic: 2,985 (year 2026),  Design Load: HS 20,  Features Intersected: SR 3 (US 19),  Facility Carried by Structure: ELLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.803,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  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: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2550025,  Location: IN GRIFFIN (Lat: 33.245750,  Lng: -84.280833),  Route carried "on" structure: City street 2519,  Year Built: 1977,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,160 (year 2005),  Average Future Daily Traffic: 9,240 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR.,  Facility Carried by Structure: POPLAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.477,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: August 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550043,  Location: IN GRIFFIN (Lat: 33.280167,  Lng: -84.261433),  Route carried "on" structure: City street 2500,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,240 (year 2005),  Average Future Daily Traffic: 12,360 (year 2025),  Features Intersected: CABIN CREEK,  Facility Carried by Structure: HILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 15.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 41.17m (135.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $262,000,  Total Project Cost: $341,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2550046,  Location: .1 MI SE OF GRIFFIN (Lat: 33.225200,  Lng: -84.242700),  Route carried "on" structure: City street 2515,  Year Built: 1994,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,270 (year 2005),  Average Future Daily Traffic: 4,905 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: EAST COLLEGE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: 2550048,  Location: IN GRIFFIN (Lat: 33.249967,  Lng: -84.262067),  Route carried "on" structure: City street 2517,  Year Built: 1912,  Year Reconstructed: 1958,  Status: Posted for load,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 2,840 (year 2006),  Average Future Daily Traffic: 4,260 (year 2026),  Design Load: H 10,  Features Intersected: SR 155-CS 792-NOR-SOU RR,  Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.522,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 27.61m (90.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: September 2007,  Bridge Improvement Cost: $2,526,000,  Roadway Improvement Cost: $239,000,  Total Project Cost: $3,198,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2555046,  Location: IN GRIFFIN (Lat: 33.276000,  Lng: -84.288367),  Route carried "on" structure: City street 2503,  Year Built: 1941,  Status: Closed,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,550 (year 2006),  Average Future Daily Traffic: 2,325 (year 2026),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN RR.,  Facility Carried by Structure: ATLANTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.344,  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: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Imminent failure,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 44.80m (146.98ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $473,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $852,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2555047,  Location: DOWNTOWN GRIFFIN (Lat: 33.245867,  Lng: -84.280000),  Route carried "on" structure: City street 781,  Year Built: 1930,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 2,010 (year 2005),  Average Future Daily Traffic: 3,015 (year 2025),  Design Load: H 15,  Features Intersected: NORFOLK SOUTHERN RR.,  Facility Carried by Structure: MERIWETHER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1515071,  Location: 1 MI W OF HAMPTON (Lat: 33.375467,  Lng: -84.297300),  Route carried "under" structure: State highway 19,  Year Built: 2004,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 28,700 (year 1999),  Truck Traffic: 7%,  Features Intersected: SR 20,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.278,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 1515072,  Location: 1 MI W OF HAMPTON (Lat: 33.375150,  Lng: -84.297150),  Route carried "under" structure: State highway 19,  Year Built: 2004,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 28,700 (year 2001),  Truck Traffic: 7%,  Features Intersected: SR 20,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.279,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 2550003,  Location: IN GRIFFIN (Lat: 33.262417,  Lng: -84.290133),  Route carried "under" structure: US 19,  Year Built: 1956,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 28,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 92 SB RAMP FROM SR 3,  Facility Carried by Structure: GRIFFIN BYPASS
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.086,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 2550006,  Location: IN GRIFFIN (Lat: 33.230133,  Lng: -84.291450),  Route carried "under" structure: State highway 362,  Year Built: 1967,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 9,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 3 NBL (US 19)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 2550007,  Location: IN GRIFFIN (Lat: 33.230017,  Lng: -84.291717),  Route carried "under" structure: State highway 362,  Year Built: 1967,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 86,300 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 3 SBL (US 19)
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.736,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 2550008,  Location: IN GRIFFIN (Lat: 33.242850,  Lng: -84.295717),  Route carried "under" structure: City street 2508,  Year Built: 1968,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 4,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 3 NBL (US 19),  Facility Carried by Structure: WEST POPLAR STREET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 2550009,  Location: IN GRIFFIN (Lat: 33.242817,  Lng: -84.295883),  Route carried "under" structure: City street 2508,  Year Built: 1968,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 4,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 3 SBL (US 19),  Facility Carried by Structure: WEST POPLAR STREET
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 0.223,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 2550015,  Location: IN GRIFFIN (Lat: 33.247333,  Lng: -84.296767),  Route carried "under" structure: US 19,  Year Built: 1968,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 22,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 16 EBL,  Facility Carried by Structure: GRIFFIN BYPASS SBL
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.683,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 2550016,  Location: IN GRIFFIN (Lat: 33.247500,  Lng: -84.296817),  Route carried "under" structure: US 19,  Year Built: 1968,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 22,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 16 WBL,  Facility Carried by Structure: GRIFFIN BYPASS NBL
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 0.685,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 2550018,  Location: IN GRIFFIN (Lat: 33.261000,  Lng: -84.291483),  Route carried "under" structure: US 19,  Year Built: 1968,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 28,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 36 ELLIS ROAD,  Facility Carried by Structure: GRIFFIN BYPASS
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.844,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 2550048,  Location: IN GRIFFIN (Lat: 33.249967,  Lng: -84.262067),  Route carried "under" structure: State highway 155,  Year Built: 1912,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 8,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-2517 SIXTH STREET
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.685,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 2550048,  Location: IN GRIFFIN (Lat: 33.249967,  Lng: -84.262067),  Route carried "under" structure: City street 792,  Year Built: 1912,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 6,340 (year 1995),  Truck Traffic: 1%,  Features Intersected: M-2517 SIXTH STREET,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 4.03m (13.22ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 2550049,  Location: IN GRIFFIN (Lat: 33.226667,  Lng: -84.290000),  Route carried "under" structure: US 19,  Year Built: 1968,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 17,080 (year 2005),  Features Intersected: SR 3 (US 19),  Facility Carried by Structure: NOR-SOU. RAILROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.453,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)