Bridge Statistics for Pike Road, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 13317,  Location: 3 MI NORTH OF BULLOCK CO (Lat: 32.279789,  Lng: -86.007344),  Route carried "on" structure: County highway 101,  Year Built: 1984,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 195 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2041),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: FLOWERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 13349,  Location: 3.2 MI EAST OF MT ZION RD (Lat: 32.154522,  Lng: -86.130539),  Route carried "on" structure: County highway 24,  Year Built: 1984,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 85 (year 1988),  Average Future Daily Traffic: 170 (year 2040),  Design Load: H 15,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: GOODWYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $752,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 13583,  Location: 0.4 MI.E.OF MERIWETHER RD (Lat: 32.268519,  Lng: -86.167197),  Route carried "on" structure: US 82,  Year Built: 1985,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 7,825 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,131 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE CATOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.051,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,148,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,463,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13584,  Location: 0.6 MI.E.OF MERIWETHER RD (Lat: 32.266519,  Lng: -86.165042),  Route carried "on" structure: US 82,  Year Built: 1985,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 7,825 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,131 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE CATOMA CRK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.352,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,732,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $1,905,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13585,  Location: 0.8 MI.E.OF MERIWETHER RD (Lat: 32.264972,  Lng: -86.163128),  Route carried "on" structure: US 82,  Year Built: 1985,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 7,825 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,131 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE CATOMA CRK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.593,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,455,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $2,701,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14231,  Location: 2.9 MI N OF BULLOCKCOLINE (Lat: 32.277558,  Lng: -86.008167),  Route carried "on" structure: County highway 37,  Year Built: 1987,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 195 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2041),  Design Load: HS 20,  Features Intersected: MATHEWS SLOUGH,  Facility Carried by Structure: FLOWERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $454,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $499,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 14243,  Location: 0.7 MI.S. US 82 (Lat: 32.185000,  Lng: -86.118333),  Route carried "on" structure: US 231,  Year Built: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,255 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,030 (year 2033),  Design Load: HS 20,  Features Intersected: DRY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.316,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14244,  Location: 0.6 MI. S. US 82 (Lat: 32.185000,  Lng: -86.118333),  Route carried "on" structure: US 231,  Year Built: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,255 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,030 (year 2033),  Design Load: HS 20,  Features Intersected: DRY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.482,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14245,  Location: 0.5 MI.S.US 82 (Lat: 32.186667,  Lng: -86.118333),  Route carried "on" structure: US 231,  Year Built: 1987,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,255 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 12,030 (year 2033),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.683,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14489,  Location: .1 MI N OF AL 110 (Lat: 32.309389,  Lng: -86.021411),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 300 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: MARLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $387,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 14548,  Location: 10.6 MI N US 82 (Lat: 32.265581,  Lng: -86.084292),  Route carried "on" structure: County highway 22,  Year Built: 1988,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 320 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2041),  Design Load: HS 20,  Features Intersected: MARKS SLOUGH,  Facility Carried by Structure: OLD PIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1455,  Location: 3.6 MI N OF US 82 (Lat: 32.184056,  Lng: -86.038106),  Route carried "on" structure: County highway 22,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 350 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: OLD PIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $336,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14577,  Location: 2.3 MI E US 82 (Lat: 32.186119,  Lng: -86.055217),  Route carried "on" structure: County highway 36,  Year Built: 1988,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 255 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 325 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: HAYNEVILLERIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $587,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1458,  Location: 2.1 MI E OF OLD PIKE RD (Lat: 32.237781,  Lng: -86.019725),  Route carried "on" structure: County highway 40,  Year Built: 1988,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 180 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 190 (year 2041),  Design Load: HS 20,  Features Intersected: FIELDS SLOUGH,  Facility Carried by Structure: LAWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.8 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $533,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $586,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14581,  Location: 3.5 MI E OF OLD PIKE RD (Lat: 32.246553,  Lng: -86.007278),  Route carried "on" structure: County highway 40,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 180 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 190 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: LAWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $336,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14582,  Location: 3.5 MI.E.OF OLD PIKE RD (Lat: 32.249464,  Lng: -86.002342),  Route carried "on" structure: County highway 40,  Year Built: 1988,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 180 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 190 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: LAWSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14614,  Location: 3.7 MI E OF MT ZION RD (Lat: 32.155072,  Lng: -86.121717),  Route carried "on" structure: County highway 22,  Year Built: 1988,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 85 (year 1988),  Average Future Daily Traffic: 130 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK,  Facility Carried by Structure: GOODWYN ROAD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,477,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $1,625,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14616,  Location: 3.4 MI E OF MT ZION RD (Lat: 32.154769,  Lng: -86.128186),  Route carried "on" structure: County highway 22,  Year Built: 1988,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 85 (year 1988),  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: GOODWYN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $777,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 14737,  Location: 4.2 MI N OF MITYLENE EXIT (Lat: 32.366692,  Lng: -86.066717),  Route carried "on" structure: Interstate 85,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 19,245 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,364 (year 2033),  Design Load: HS 20,  Features Intersected: MILLIE'S CREEK
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 24.139,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,956,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,152,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14738,  Location: 4.2 MI N OF MITYLENE EXIT (Lat: 32.366689,  Lng: -86.066717),  Route carried "on" structure: Interstate 85,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 19,245 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,364 (year 2033),  Design Load: HS 20,  Features Intersected: MILLIE'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.139,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,956,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,152,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15102,  Location: .2 MI N OF BARGANIER RD (Lat: 32.308678,  Lng: -86.005603),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 25 (year 2021),  Average Future Daily Traffic: 28 (year 2041),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: JUDKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15115,  Location: 2.3 MI E OF OLD PIKE RD (Lat: 32.268983,  Lng: -86.026031),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 38 (year 1988),  Average Future Daily Traffic: 48 (year 2040),  Design Load: HS 20,  Features Intersected: MATHEWS SLOUGH,  Facility Carried by Structure: MATHEWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 15116,  Location: .7 MI FROM MATHEWS RD. (Lat: 32.270328,  Lng: -86.050858),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 30 (year 1988),  Average Future Daily Traffic: 40 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: LONDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $557,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 15146,  Location: 11.0 MI N MOORE RD (Lat: 32.178844,  Lng: -86.142689),  Route carried "on" structure: County highway 12,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 80 (year 1988),  Average Future Daily Traffic: 120 (year 2041),  Design Load: HS 20,  Features Intersected: SANDY CRK. RELIEF,  Facility Carried by Structure: WOODLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $387,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 15147,  Location: 11.1 MI N MOORE (Lat: 32.179303,  Lng: -86.144219),  Route carried "on" structure: County highway 12,  Year Built: 1990,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 80 (year 1988),  Average Future Daily Traffic: 85 (year 2041),  Design Load: HS 20,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: WOODLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,053,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,158,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 15148,  Location: 13.1 MI N MOORE RD (Lat: 32.204369,  Lng: -86.163028),  Route carried "on" structure: County highway 12,  Year Built: 1990,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 80 (year 1988),  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 20,  Features Intersected: MCDANIEL SLOUGH,  Facility Carried by Structure: WOODLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $440,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $484,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

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Structure Number: 1575,  Location: .71 MI. FROM PHARR ROAD (Lat: 32.280908,  Lng: -85.996269),  Route carried "on" structure: State highway 110,  Year Built: 1993,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,750 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,822 (year 2033),  Design Load: HS 20,  Features Intersected: MATHEWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.358,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.13m (13.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,456,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,602,000 ( Estimate for 2022)

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Structure Number: 15751,  Location: 200'W. OF BULLOCK CO.LINE (Lat: 32.272681,  Lng: -85.986494),  Route carried "on" structure: State highway 110,  Year Built: 1993,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,750 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,822 (year 2033),  Design Load: HS 20,  Features Intersected: JOHNSON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.640,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,177,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $2,395,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16766,  Location: 5.1 MI E OF US 80 (Lat: 32.369986,  Lng: -86.056550),  Route carried "on" structure: State highway 126,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,240 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,062 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $342,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $376,000 ( Estimate for 2022)

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Structure Number: 17903,  Location: 0.1 MI.E.OFBRIDLBRK.BLVD. (Lat: 32.355389,  Lng: -86.081917),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 605 (year 2021),  Average Future Daily Traffic: 1,100 (year 2041),  Design Load: HS 20,  Features Intersected: BRIDLE BROOK,  Facility Carried by Structure: STABLEWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $600,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20264,  Location: ????????????????????????? (Lat: 32.232856,  Lng: -86.019936),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 75 (year 2010),  Average Future Daily Traffic: 250 (year 2041),  Design Load: HS 20,  Features Intersected: MCDOWELL CREEK,  Facility Carried by Structure: PLANTATION BEND
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $640,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7561,  Location: 2.2 MI N OF MITYLENE EXIT (Lat: 32.366717,  Lng: -86.102800),  Route carried "under" structure: Interstate 85,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 38,490 (year 2013),  Truck Traffic: 20%,  Features Intersected: I85,  Facility Carried by Structure: CO 64
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 21.097,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7563,  Location: WAUGH EXIT (Lat: 32.368022,  Lng: -86.052381),  Route carried "under" structure: Interstate 85,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 36,040 (year 2013),  Truck Traffic: 21%,  Features Intersected: I85,  Facility Carried by Structure: AL 126
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 25.877,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7564,  Location: 1.6 MI S OF MACON CO LINE (Lat: 32.373242,  Lng: -86.038542),  Route carried "under" structure: Interstate 85,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 36,040 (year 2013),  Truck Traffic: 21%,  Features Intersected: I85,  Facility Carried by Structure: Alexander Road
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 27.277,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)