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

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Structure Number: 1430003,  Location: 3.7 MI W OF TALLAPOOSA (Lat: 33.746800,  Lng: -85.352800),  Route carried "on" structure: US 78,  Year Built: 1932,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,460 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,690 (year 2032),  Design Load: H 15,  Features Intersected: SANDERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2022,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 1430004,  Location: 2.8 MI W OF TALLAPOOSA (Lat: 33.741458,  Lng: -85.336119),  Route carried "on" structure: US 78,  Year Built: 1969,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 2,460 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,690 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,711,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1430007,  Location: 3 MI S OF TALLAPOOSA (Lat: 33.707008,  Lng: -85.271428),  Route carried "on" structure: State highway 100,  Year Built: 1954,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 3,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,875 (year 2032),  Design Load: H 15,  Features Intersected: WALKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  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: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 10.94m (35.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $578,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $867,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1430008,  Location: 2.5 MI N OF TALLAPOOSA (Lat: 33.776258,  Lng: -85.296558),  Route carried "on" structure: State highway 100,  Year Built: 1952,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 1,750 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,625 (year 2032),  Design Load: H 15,  Features Intersected: TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2022,  Bridge Improvement Cost: $1,129,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,694,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 143001,  Location: 4.5 MI S OF TALLAPOOSA (Lat: 33.681389,  Lng: -85.296928),  Route carried "on" structure: County highway 110,  Year Built: 1976,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,438,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,157,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1430012,  Location: IN NE TALLAPOOSA (Lat: 33.757619,  Lng: -85.282508),  Route carried "on" structure: State highway 120,  Year Built: 1953,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,075 (year 2032),  Design Load: H 15,  Features Intersected: GREENE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 1430013,  Location: 3 MI E OF TALLAPOOSA (Lat: 33.767447,  Lng: -85.248608),  Route carried "on" structure: State highway 120,  Year Built: 1953,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,960 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,940 (year 2032),  Design Load: H 15,  Features Intersected: BEACH CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: State 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: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2022,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 1430018,  Location: 4.5 MI S OF TALLAPOOSA (Lat: 33.684189,  Lng: -85.262247),  Route carried "on" structure: Interstate 20,  Year Built: 1976,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 32,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,030 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: Febuary 2022,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $885,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1430019,  Location: 4.5 MI S OF TALLAPOOSA (Lat: 33.684958,  Lng: -85.262150),  Route carried "on" structure: Interstate 20,  Year Built: 1976,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 32,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,030 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: 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: Equal 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: Febuary 2022,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $838,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 143002,  Location: 3 MI SW OF WACO (Lat: 33.687189,  Lng: -85.228750),  Route carried "on" structure: Interstate 20,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 32,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,030 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WALKER CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Febuary 2022,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000

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Structure Number: 1430021,  Location: 3 MI SW OF WACO (Lat: 33.688358,  Lng: -85.229328),  Route carried "on" structure: Interstate 20,  Year Built: 1976,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 32,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,030 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WALKER CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: Febuary 2022,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000

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Structure Number: 1435005,  Location: 4 MI E OF TALLAPOOSA (Lat: 33.753439,  Lng: -85.224628),  Route carried "on" structure: County highway 34,  Year Built: 1987,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Features Intersected: BEACH CREEK,  Facility Carried by Structure: OLD RIDGEWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $358,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435021,  Location: 2.4 MI S OF TALLAPOOSA (Lat: 33.710778,  Lng: -85.298028),  Route carried "on" structure: County highway 110,  Year Built: 1954,  Status: Posted for load,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: WALKER CREEK,  Facility Carried by Structure: STONE MOUNTAIN ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 11.77m (38.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,026,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435022,  Location: 2.3 MI SOUTH OF TALLAPOOS (Lat: 33.711908,  Lng: -85.304428),  Route carried "on" structure: County highway 124,  Year Built: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 45 (year 2032),  Features Intersected: WALKER CREEK,  Facility Carried by Structure: KELLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435024,  Location: 2.1 MI SW OF TALLAPOOSA (Lat: 33.722158,  Lng: -85.316950),  Route carried "on" structure: County highway 126,  Year Built: 1987,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: WALKER CREEK TRIB,  Facility Carried by Structure: WINDOM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000

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Structure Number: 1435025,  Location: 3.6 MI S OF TALLAPOOSA (Lat: 33.696119,  Lng: -85.310669),  Route carried "on" structure: County highway 127,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 60 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 90 (year 2032),  Design Load: H 15,  Features Intersected: WALKER CREEK TRIB,  Facility Carried by Structure: HART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: 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: January 2022,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 1435026,  Location: 2.9 MI W OF TALLAPOOSA (Lat: 33.737050,  Lng: -85.339150),  Route carried "on" structure: County highway 141,  Year Built: 1980,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: TALLAPOOSA RIVER,  Facility Carried by Structure: LINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435027,  Location: 3.2 MI NW OF TALLAPOOSA (Lat: 33.768878,  Lng: -85.339039),  Route carried "on" structure: County highway 146,  Year Built: 1969,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 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: 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: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000

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Structure Number: 1435028,  Location: 2.4 MI NW OF TALLAPOOSA (Lat: 33.766089,  Lng: -85.322839),  Route carried "on" structure: County highway 146,  Year Built: 1969,  Status: Posted for load,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: TALLAPOOSA RIVER,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: January 2022,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,313,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435029,  Location: 1.9 MI N OF TALLAPOOSA (Lat: 33.772478,  Lng: -85.288828),  Route carried "on" structure: County highway 151,  Year Built: 1971,  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: H 15,  Features Intersected: GREENE CREEK,  Facility Carried by Structure: BETHANY CHURCH ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 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: Better than present minimum 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: 143503,  Location: 3.9 MI NW OF TALLAPOOSA (Lat: 33.779800,  Lng: -85.343628),  Route carried "on" structure: County highway 159,  Year Built: 1980,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 50 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 75 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CREEK TRIB,  Facility Carried by Structure: WOMACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 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 minimum 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

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Structure Number: 1435031,  Location: 3 MI N OF TALLAPOOSA (Lat: 33.784469,  Lng: -85.309889),  Route carried "on" structure: County highway 162,  Year Built: 1976,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MANN CREEK,  Facility Carried by Structure: OLD JACKSONVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 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: January 2022,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000

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Structure Number: 1435032,  Location: 5.4 MI N OF TALLAPOOSA (Lat: 33.821708,  Lng: -85.307639),  Route carried "on" structure: County highway 165,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MANN CREEK,  Facility Carried by Structure: POPLAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 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: 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: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 1435037,  Location: 3 MI SW OF BUCHANAN (Lat: 33.765569,  Lng: -85.216628),  Route carried "on" structure: County highway 178,  Year Built: 1982,  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: HOLCOMB CREEK,  Facility Carried by Structure: ESTVANKO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: Superior 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: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1435039,  Location: 4.8 MI N OF TALLAPOOSA (Lat: 33.813389,  Lng: -85.275489),  Route carried "on" structure: County highway 189,  Year Built: 1982,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: TALLAPOOSA RIVER,  Facility Carried by Structure: POPLAR SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  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: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,172,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1435067,  Location: 2.2 MI SW OF TALLAPOOSA (Lat: 33.724419,  Lng: -85.319258),  Route carried "on" structure: County highway 352,  Year Built: 1966,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: WALKER CREEK,  Facility Carried by Structure: PROVIDENCE CH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 11.31m (37.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 1435068,  Location: 3.7 MI N OF TALLAPOOSA (Lat: 33.795258,  Lng: -85.268228),  Route carried "on" structure: County highway 353,  Year Built: 1970,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: TALLAPOOSA RIVER,  Facility Carried by Structure: JACKSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435069,  Location: 2.5 MI NW OF TALLAPOOSA (Lat: 33.777428,  Lng: -85.309819),  Route carried "on" structure: County highway 354,  Year Built: 1976,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: TALLAPOOSA RIVER,  Facility Carried by Structure: STEADMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 1435078,  Location: 5 MI N OF TALLAPOOSA (Lat: 33.817369,  Lng: -85.295919),  Route carried "on" structure: County highway 173,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: MANN CREEK TRIB,  Facility Carried by Structure: POPLAR SPRINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 143508,  Location: 4 MI S OF TALLAPOOSA (Lat: 33.692569,  Lng: -85.254169),  Route carried "on" structure: County highway 103,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 20 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2032),  Design Load: H 15,  Features Intersected: BLALOCK CREEK,  Facility Carried by Structure: PLEASANT HILL CH R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $205,000

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Structure Number: 1435082,  Location: 3.4 MILES NORTH EAST OF T (Lat: 33.787339,  Lng: -85.261269),  Route carried "on" structure: County highway 174,  Year Built: 2000,  Status: Closed,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 50 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 75 (year 2032),  Features Intersected: BEACH CREEK,  Facility Carried by Structure: BEACH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Deck: Critical,  Superstructure: Imminent failure,  Substructure: Satisfactory,  Channel: Good,  Waterway Adequacy: Better than 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),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $251,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1435088,  Location: 5 MI S OF TALLAPOOSA (Lat: 33.677781,  Lng: -85.329819),  Route carried "on" structure: Interstate 402,  Year Built: 1976,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 32,940 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,410 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WILLIAMS CREEK,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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: Febuary 2022

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Structure Number: 143509,  Location: 4.5 MI E OF TALLAPOOSA (Lat: 33.762894,  Lng: -85.223025),  Route carried "on" structure: State highway 120,  Year Built: 2018,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 1,960 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,940 (year 2032),  Design Load: HL 93,  Features Intersected: BEACH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $20,276,000,  Roadway Improvement Cost: $2,028,000,  Total Project Cost: $30,414,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1435092,  Location: 1 MI E OF TALLAPOOSA (Lat: 33.733639,  Lng: -85.278894),  Route carried "on" structure: State highway 100,  Year Built: 2007,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WALKER CREEK TRB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $22,348,000,  Roadway Improvement Cost: $2,235,000,  Total Project Cost: $33,522,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 143001,  Location: 4.5 MI S OF TALLAPOOSA (Lat: 33.681389,  Lng: -85.296928),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 29,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: CR 110,  Facility Carried by Structure: CR 110
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1430018,  Location: 4.5 MI S OF TALLAPOOSA (Lat: 33.684189,  Lng: -85.262247),  Route carried "under" structure: State highway 100,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-20 (EBL),  Facility Carried by Structure: I-20 (EBL)
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1430019,  Location: 4.5 MI S OF TALLAPOOSA (Lat: 33.684958,  Lng: -85.262150),  Route carried "under" structure: State highway 100,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-20 (WBL),  Facility Carried by Structure: I-20 (WBL)
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1435093,  Location: 1 MI E OF TALLAPOOSA (Lat: 33.736047,  Lng: -85.274431),  Route carried "under" structure: Spur State highway 100,  Structure Length: 0. m,  Average Daily Traffic: 9,970 (year 2012),  Truck Traffic: 11%,  Features Intersected: SR 100 SPR,  Facility Carried by Structure: SOUTHERN RAILROAD
Minimum Vertical Clearance: 8.28m (27.17ft),  Kilometerpoint: 3.219,  Length of Maximum Span: 0.0m