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

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Structure Number: 1290005,  Location: IN SOUTHEAST CALHOUN (Lat: 34.472817,  Lng: -84.943333),  Route carried "on" structure: US 41,  Year Built: 1928,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,150 (year 2006),  Average Future Daily Traffic: 15,225 (year 2026),  Design Load: H 15,  Features Intersected: OOTHKALOOGA CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.843,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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: July 2007

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Structure Number: 1290006,  Location: IN CALHOUN (Lat: 34.487617,  Lng: -84.945433),  Route carried "on" structure: US 41,  Year Built: 1928,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 22,260 (year 2006),  Average Future Daily Traffic: 33,390 (year 2026),  Design Load: H 15,  Features Intersected: OOTHKALOOGA CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.053,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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: July 2007

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Structure Number: 1290007,  Location: IN NORTHSIDE OF CALHOUN (Lat: 34.515900,  Lng: -84.945883),  Route carried "on" structure: US 41,  Year Built: 1929,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 11,530 (year 2006),  Average Future Daily Traffic: 17,295 (year 2026),  Design Load: H 15,  Features Intersected: MILL POND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.399,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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 desirable criteria,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Roadway Improvement Cost: $96,000,  Total Project Cost: $109,000

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Structure Number: 1290008,  Location: IN NORTHSIDE OF CALHOUN (Lat: 34.532950,  Lng: -84.936650),  Route carried "on" structure: US 41,  Year Built: 1935,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 9,790 (year 2006),  Average Future Daily Traffic: 14,685 (year 2026),  Design Load: HS 20,  Features Intersected: CSX RAILROAD (340516G)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.617,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  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: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.45m (50.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $447,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1290013,  Location: IN SOUTH EAST CALHOUN (Lat: 34.471067,  Lng: -84.944167),  Route carried "on" structure: State highway 53,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 10,780 (year 2006),  Average Future Daily Traffic: 16,170 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.596,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1290022,  Location: IN SW OF CALHOUN (Lat: 34.494767,  Lng: -84.965483),  Route carried "on" structure: Spur State highway 53,  Year Built: 1950,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 10,350 (year 2006),  Average Future Daily Traffic: 15,525 (year 2026),  Design Load: H 20,  Features Intersected: OOTHKALOOGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1290042,  Location: IN NORTH WEST CALHOUN (Lat: 34.510917,  Lng: -84.958383),  Route carried "on" structure: Ramp State highway 136,  Year Built: 1967,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 6,200 (year 2007),  Average Future Daily Traffic: 9,300 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OOSTANAULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.435,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.4m (99.7ft),  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: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.02m (65.68ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $770,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1290056,  Location: IN EAST SIDE OF CALHOUN (Lat: 34.511600,  Lng: -84.933167),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 67,390 (year 2006),  Average Future Daily Traffic: 101,085 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 156
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.733,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.9m (111.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1290062,  Location: IN NORTHSIDE OF CALHOUN (Lat: 34.559500,  Lng: -84.929733),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 64,850 (year 2006),  Average Future Daily Traffic: 97,275 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-5621- CSX RR (340519C)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.195,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.9m (111.2ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1295001,  Location: IN SOUTH CALHOUN (Lat: 34.490233,  Lng: -84.941783),  Route carried "on" structure: City street 5603,  Year Built: 1979,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,960 (year 2006),  Average Future Daily Traffic: 4,440 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OOTHKALOOGA CREEK TRIB.,  Facility Carried by Structure: PETERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.059,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: July 2007

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Structure Number: 1295002,  Location: IN SOUTH CALHOUN (Lat: 34.479267,  Lng: -84.927450),  Route carried "on" structure: City street 5603,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,960 (year 2006),  Average Future Daily Traffic: 4,440 (year 2026),  Design Load: HS 15,  Features Intersected: OOTHKALOOGA CREEK TRIB.,  Facility Carried by Structure: PETERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.239,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1295019,  Location: IN WEST CALHOUN (Lat: 34.494667,  Lng: -84.971333),  Route carried "on" structure: City street 5600,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,210 (year 2006),  Average Future Daily Traffic: 1,815 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OOTHKALOOGA CREEK TRIB.,  Facility Carried by Structure: BEAMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal 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)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: June 2007

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Structure Number: 129506,  Location: IN SOUTH CALHOUN (Lat: 34.483150,  Lng: -84.952867),  Route carried "on" structure: City street 5602,  Year Built: 1973,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,170 (year 2006),  Average Future Daily Traffic: 12,255 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OOTHKALOOGA CREEK TRIB.,  Facility Carried by Structure: SOUTH RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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: July 2007

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Structure Number: 1295072,  Location: IN SOUTH CALHOUN (Lat: 34.459000,  Lng: -84.925583),  Route carried "on" structure: County highway 825,  Year Built: 1988,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 850 (year 2006),  Average Future Daily Traffic: 1,275 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BLACKWOOD CREEK,  Facility Carried by Structure: MARINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.030,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 1295093,  Location: 5 MI S OF CALHOUN (Lat: 34.431083,  Lng: -84.927067),  Route carried "on" structure: County highway 334,  Year Built: 2006,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 850 (year 2006),  Average Future Daily Traffic: 1,275 (year 2026),  Design Load: HS 20,  Features Intersected: LYNN CREEK,  Facility Carried by Structure: OLD DIXIE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.152,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.9 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: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1290013,  Location: IN SOUTH EAST CALHOUN (Lat: 34.471067,  Lng: -84.944167),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 55,600 (year 1998),  Truck Traffic: 15%,  Features Intersected: SR 53
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 50.282,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 1290056,  Location: IN EAST SIDE OF CALHOUN (Lat: 34.511600,  Lng: -84.933167),  Route carried "under" structure: State highway 156,  Year Built: 1963,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 11,900 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-75
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 2.141,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1290062,  Location: IN NORTHSIDE OF CALHOUN (Lat: 34.559500,  Lng: -84.929733),  Route carried "under" structure: City street 5621,  Year Built: 1962,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 3,410 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-75,  Facility Carried by Structure: GEE HILL ROAD
Minimum Vertical Clearance: 8.33m (27.33ft),  Kilometerpoint: 0.056,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)