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

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Structure Number: 2930004,  Location: 6 MI N OF THOMASTON (Lat: 32.976989,  Lng: -84.316278),  Route carried "on" structure: County highway 487,  Year Built: 1938,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: McCORKLES CURVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 293002,  Location: 2 MI NW OF THOMASTON (Lat: 32.933828,  Lng: -84.355989),  Route carried "on" structure: County highway 1069,  Year Built: 1964,  Status: Posted for load,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 2,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,155 (year 2032),  Design Load: H 15,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: JEFF DAVIS ROAD
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: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  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: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 45.72m (150.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,055,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2930022,  Location: NW EDGE OF THOMASTON (Lat: 32.918997,  Lng: -84.346939),  Route carried "on" structure: County highway 2789,  Year Built: 1966,  Status: Posted for load,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,270 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,405 (year 2032),  Design Load: H 15,  Features Intersected: POTATO CREEK,  Facility Carried by Structure: HANNAHS 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: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: 47.00m (154.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,313,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 2930028,  Location: 1 MI N OF THOMASTON (Lat: 32.923908,  Lng: -84.324008),  Route carried "on" structure: City street 4413,  Year Built: 1977,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,040 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,560 (year 2032),  Design Load: HS 20,  Features Intersected: POTATO CREEK,  Facility Carried by Structure: OLD COUNTY 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: 7.3m (24.0ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,055,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2930029,  Location: 3 MI N OF THOMASTON (Lat: 32.952433,  Lng: -84.303847),  Route carried "on" structure: County highway 1438,  Year Built: 1994,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,395 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POTATO CREEK,  Facility Carried by Structure: DELRAY ROAD
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: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,231,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2935002,  Location: 6 MI NW OF THOMASTON (Lat: 32.970236,  Lng: -84.375664),  Route carried "on" structure: County highway 27,  Year Built: 1989,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: WILLINGHAM SPG RD
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: 6.1m (20.0ft),  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: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 2935046,  Location: 3 MI NW OF THOMASTON C.L. (Lat: 32.947200,  Lng: -84.376019),  Route carried "on" structure: County highway 27,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: WILLINGHAM SPRING CREEK,  Facility Carried by Structure: SPRING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000

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Structure Number: 2935054,  Location: 4MI N OF THOMASTON (Lat: 32.975208,  Lng: -84.312069),  Route carried "on" structure: County highway 428,  Year Built: 2000,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: JUG TOWN 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: 6.1m (20.0ft),  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: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2935057,  Location: 4 MI NW OF THOMASTON (Lat: 32.926517,  Lng: -84.380744),  Route carried "on" structure: County highway 68,  Year Built: 2007,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BASIN CREEK,  Facility Carried by Structure: OLD ALABAMA 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: 6.4m (21.0ft),  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: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2935059,  Location: 7 MI NW OF THOMASTON (Lat: 32.976586,  Lng: -84.393825),  Route carried "on" structure: County highway 25,  Year Built: 2009,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: WEEMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000