Bridge Statistics for Pike Road, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 21950-1959
- 261960-1969
- 91970-1979
- 221980-1989
- 101990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 31980-1989
- Bridge Condition - Deck
- 30.0%Very good
- 36.7%Good
- 20.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 23.3%Very good
- 43.3%Good
- 30.0%Satisfactory
- 3.3%Fair
- Bridge Condition - Substructure
- 30.0%Very good
- 51.7%Good
- 18.3%Satisfactory
- Bridge Condition - Channel
- 55.2%Good
- 43.3%Satisfactory
- 1.5%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 421, Location: 1.0 MI.W. OF CECIL (Lat: 32.305550, Lng: -86.021767), Route carried "on" structure: State highway 110, Year Built: 1927, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,460 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 4,809 (year 2033), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.215, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022)
Structure Number: 421, Location: 1.0 MI.W. OF CECIL (Lat: 32.305550, Lng: -86.021767), Route carried "on" structure: State highway 110, Year Built: 1927, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,460 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 4,809 (year 2033), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.215, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022)
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Structure Number: 2274, Location: 0.5 MI.W.OF AL.41 (Lat: 32.379033, Lng: -86.009667), Route carried "on" structure: US 80, Year Built: 1940, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,235 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,845 (year 2033), Design Load: H 20, Features Intersected: ALABAMA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.99m (36.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,185,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,404,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2274, Location: 0.5 MI.W.OF AL.41 (Lat: 32.379033, Lng: -86.009667), Route carried "on" structure: US 80, Year Built: 1940, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,235 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,845 (year 2033), Design Load: H 20, Features Intersected: ALABAMA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.99m (36.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,185,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,404,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6226, Location: 1.6 MI E OF WOODLEYRD (Lat: 32.256397, Lng: -86.174311), Route carried "on" structure: County highway 22, Year Built: 1958, Status: Posted for load, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 1,000 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: H 15, Features Intersected: CATOMA CREEK, Facility Carried by Structure: TROTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $2,104,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,314,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 6226, Location: 1.6 MI E OF WOODLEYRD (Lat: 32.256397, Lng: -86.174311), Route carried "on" structure: County highway 22, Year Built: 1958, Status: Posted for load, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 1,000 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: H 15, Features Intersected: CATOMA CREEK, Facility Carried by Structure: TROTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $2,104,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,314,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 6227, Location: 1.9 MI E OF WOODLEYRD (Lat: 32.258419, Lng: -86.169461), Route carried "on" structure: County highway 22, Year Built: 1958, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 1,000 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2041), Design Load: H 15, Features Intersected: CATOMA CRK RELIEF, Facility Carried by Structure: TROTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6227, Location: 1.9 MI E OF WOODLEYRD (Lat: 32.258419, Lng: -86.169461), Route carried "on" structure: County highway 22, Year Built: 1958, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 1,000 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2041), Design Load: H 15, Features Intersected: CATOMA CRK RELIEF, Facility Carried by Structure: TROTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,763,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7308, Location: 1.5 E OF 110 (Lat: 32.301869, Lng: -85.982694), Route carried "on" structure: County highway 2, Year Built: 1961, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 280 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: JOHNSONS CRK RELIEF, Facility Carried by Structure: MACON COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 7308, Location: 1.5 E OF 110 (Lat: 32.301869, Lng: -85.982694), Route carried "on" structure: County highway 2, Year Built: 1961, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 280 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: JOHNSONS CRK RELIEF, Facility Carried by Structure: MACON COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 7309, Location: 1.7 MI. E AL 110 (Lat: 32.301878, Lng: -85.978756), Route carried "on" structure: County highway 2, Year Built: 1961, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 280 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: JOHNSON'S CREEK, Facility Carried by Structure: MACON CO. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $717,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7309, Location: 1.7 MI. E AL 110 (Lat: 32.301878, Lng: -85.978756), Route carried "on" structure: County highway 2, Year Built: 1961, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 280 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: JOHNSON'S CREEK, Facility Carried by Structure: MACON CO. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $717,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7311, Location: 3.1 MI E AL 110 (Lat: 32.302831, Lng: -85.971261), Route carried "on" structure: County highway 2, Year Built: 1961, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 280 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: LINE CREEK, Facility Carried by Structure: MACON CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7311, Location: 3.1 MI E AL 110 (Lat: 32.302831, Lng: -85.971261), Route carried "on" structure: County highway 2, Year Built: 1961, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 280 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2041), Design Load: H 15, Features Intersected: LINE CREEK, Facility Carried by Structure: MACON CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,123,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7554, Location: MONTG.AND MACON CO.LINE (Lat: 32.380717, Lng: -86.011497), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.935, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,586,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,845,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7554, Location: MONTG.AND MACON CO.LINE (Lat: 32.380717, Lng: -86.011497), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.935, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,586,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,845,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7555, Location: MONTG.AND MACON CO.LINE (Lat: 32.380492, Lng: -86.011433), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.935, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,586,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,845,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7555, Location: MONTG.AND MACON CO.LINE (Lat: 32.380492, Lng: -86.011433), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.935, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,586,000, Roadway Improvement Cost: $259,000, Total Project Cost: $2,845,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7559, Location: 2.0 MI N OF MITYLENE EXIT (Lat: 32.366667, Lng: -86.106667), Route carried "on" structure: State highway 126, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,370 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 5,217 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $47,000, Total Project Cost: $521,000 ( Estimate for 2022)
Structure Number: 7559, Location: 2.0 MI N OF MITYLENE EXIT (Lat: 32.366667, Lng: -86.106667), Route carried "on" structure: State highway 126, Year Built: 1963, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,370 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 5,217 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $47,000, Total Project Cost: $521,000 ( Estimate for 2022)
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Structure Number: 756, Location: 2.0 MI N OF MITYLENE EXIT (Lat: 32.366717, Lng: -86.106558), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 38,490 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 50,728 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $2,767,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,044,000 ( Estimate for 2022)
Structure Number: 756, Location: 2.0 MI N OF MITYLENE EXIT (Lat: 32.366717, Lng: -86.106558), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 38,490 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 50,728 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $2,767,000, Roadway Improvement Cost: $277,000, Total Project Cost: $3,044,000 ( Estimate for 2022)
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Structure Number: 7561, Location: 2.2 MI N OF MITYLENE EXIT (Lat: 32.366717, Lng: -86.102800), Route carried "on" structure: County highway 64, Year Built: 1962, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,155 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,315 (year 2028), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.763, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,744,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,918,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7561, Location: 2.2 MI N OF MITYLENE EXIT (Lat: 32.366717, Lng: -86.102800), Route carried "on" structure: County highway 64, Year Built: 1962, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,155 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,315 (year 2028), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.763, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,744,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,918,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7562, Location: 2.6 MI S OF MACON CO LINE (Lat: 32.368394, Lng: -86.055708), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 38,490 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 50,728 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 25.587, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,849,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,034,000 ( Estimate for 2022)
Structure Number: 7562, Location: 2.6 MI S OF MACON CO LINE (Lat: 32.368394, Lng: -86.055708), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 38,490 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 50,728 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 25.587, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,849,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,034,000 ( Estimate for 2022)
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Structure Number: 7563, Location: WAUGH EXIT (Lat: 32.368022, Lng: -86.052381), Route carried "on" structure: State highway 126, Year Built: 1962, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 4,240 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,062 (year 2033), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.736, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.55m (28.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,935,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,129,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7563, Location: WAUGH EXIT (Lat: 32.368022, Lng: -86.052381), Route carried "on" structure: State highway 126, Year Built: 1962, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 4,240 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,062 (year 2033), Design Load: HS 20, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.736, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.55m (28.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,935,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,129,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7564, Location: 1.6 MI S OF MACON CO LINE (Lat: 32.373242, Lng: -86.038542), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 553 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 963 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: Alexander Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,750,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,925,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7564, Location: 1.6 MI S OF MACON CO LINE (Lat: 32.373242, Lng: -86.038542), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 553 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 963 (year 2028), Design Load: HS 20, Features Intersected: I85, Facility Carried by Structure: Alexander Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,750,000, Roadway Improvement Cost: $175,000, Total Project Cost: $1,925,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7565, Location: 1.3 MI S OF MACON CO LINE (Lat: 32.374478, Lng: -86.033394), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,040 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 47,499 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.679, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,431,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,574,000 ( Estimate for 2022)
Structure Number: 7565, Location: 1.3 MI S OF MACON CO LINE (Lat: 32.374478, Lng: -86.033394), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,040 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 47,499 (year 2033), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.679, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,431,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,574,000 ( Estimate for 2022)
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Structure Number: 7566, Location: 0.2 MI S OF MACON CO LINE (Lat: 32.379564, Lng: -86.014778), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CRK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,777,000, Roadway Improvement Cost: $278,000, Total Project Cost: $3,055,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7566, Location: 0.2 MI S OF MACON CO LINE (Lat: 32.379564, Lng: -86.014778), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CRK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,777,000, Roadway Improvement Cost: $278,000, Total Project Cost: $3,055,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7567, Location: 0.2 MI S OF MACON CO LINE (Lat: 32.379736, Lng: -86.014853), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CRK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,777,000, Roadway Improvement Cost: $278,000, Total Project Cost: $3,055,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7567, Location: 0.2 MI S OF MACON CO LINE (Lat: 32.379736, Lng: -86.014853), Route carried "on" structure: Interstate 85, Year Built: 1962, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 18,020 (year 2013), Truck Traffic: 21%, Average Future Daily Traffic: 23,749 (year 2033), Design Load: HS 20, Features Intersected: LINE CRK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,777,000, Roadway Improvement Cost: $278,000, Total Project Cost: $3,055,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8503, Location: 4.45 MI W OF US 82 * 231J (Lat: 32.245964, Lng: -86.137939), Route carried "on" structure: US 82, Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 17,850 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 23,111 (year 2033), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 268.300, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,025,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,128,000 ( Estimate for 2022)
Structure Number: 8503, Location: 4.45 MI W OF US 82 * 231J (Lat: 32.245964, Lng: -86.137939), Route carried "on" structure: US 82, Year Built: 1930, Year Reconstructed: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 17,850 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 23,111 (year 2033), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 268.300, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,025,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,128,000 ( Estimate for 2022)
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Structure Number: 8676, Location: 0.4 MI E OF MERIWETHER RD (Lat: 32.268383, Lng: -86.167361), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), 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 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,116,000, Roadway Improvement Cost: $212,000, Total Project Cost: $2,328,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8676, Location: 0.4 MI E OF MERIWETHER RD (Lat: 32.268383, Lng: -86.167361), Route carried "on" structure: US 82, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), 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 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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.29m (33.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,116,000, Roadway Improvement Cost: $212,000, Total Project Cost: $2,328,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8804, Location: 0.7 MI.S.US 82 (Lat: 32.182800, Lng: -86.117142), Route carried "on" structure: US 231, Year Built: 1965, 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: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8804, Location: 0.7 MI.S.US 82 (Lat: 32.182800, Lng: -86.117142), Route carried "on" structure: US 231, Year Built: 1965, 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: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8805, Location: 0.6 MI.S.US 82 (Lat: 32.185000, Lng: -86.118333), Route carried "on" structure: US 231, Year Built: 1965, 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: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8805, Location: 0.6 MI.S.US 82 (Lat: 32.185000, Lng: -86.118333), Route carried "on" structure: US 231, Year Built: 1965, 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: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8806, Location: 0.5 MI.S.US 82 (Lat: 32.185919, Lng: -86.117211), Route carried "on" structure: US 231, Year Built: 1965, 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: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8806, Location: 0.5 MI.S.US 82 (Lat: 32.185919, Lng: -86.117211), Route carried "on" structure: US 231, Year Built: 1965, 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: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9328, Location: .6 MI OFF US 80 E (Lat: 32.370569, Lng: -86.101561), Route carried "on" structure: County highway 12, Year Built: 1967, Year Reconstructed: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
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: Meets minimum limits, 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: August 2020, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 9328, Location: .6 MI OFF US 80 E (Lat: 32.370569, Lng: -86.101561), Route carried "on" structure: County highway 12, Year Built: 1967, Year Reconstructed: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
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: Meets minimum limits, 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: August 2020, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 9431, Location: 8.5 MI.E.OF EASTERNBYPASS (Lat: 32.346997, Lng: -86.083611), Route carried "on" structure: State highway 110, Year Built: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,100 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 14,039 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $572,000 ( Estimate for 2022)
Structure Number: 9431, Location: 8.5 MI.E.OF EASTERNBYPASS (Lat: 32.346997, Lng: -86.083611), Route carried "on" structure: State highway 110, Year Built: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,100 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 14,039 (year 2033), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $572,000 ( Estimate for 2022)
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Structure Number: 10239, Location: 1.0 MI N R.THORNINGTON RD (Lat: 32.326972, Lng: -86.121450), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 208 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2041), Design Load: H 10, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FOXHALL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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: Better than present minimum 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $717,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10239, Location: 1.0 MI N R.THORNINGTON RD (Lat: 32.326972, Lng: -86.121450), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 208 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2041), Design Load: H 10, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FOXHALL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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: Better than present minimum 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $717,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10744, Location: 2.0 MI N OF US 82 (Lat: 32.202158, Lng: -86.102408), Route carried "on" structure: County highway 12, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: LITTLE CATOMA RELIEF, Facility Carried by Structure: CARTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $817,000, Roadway Improvement Cost: $82,000, Total Project Cost: $899,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10744, Location: 2.0 MI N OF US 82 (Lat: 32.202158, Lng: -86.102408), Route carried "on" structure: County highway 12, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: LITTLE CATOMA RELIEF, Facility Carried by Structure: CARTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $817,000, Roadway Improvement Cost: $82,000, Total Project Cost: $899,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10745, Location: 3.7 MI N OF US 82 (Lat: 32.222000, Lng: -86.090956), Route carried "on" structure: County highway 12, Year Built: 1972, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: CARTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $532,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10745, Location: 3.7 MI N OF US 82 (Lat: 32.222000, Lng: -86.090956), Route carried "on" structure: County highway 12, Year Built: 1972, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: CARTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $532,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10746, Location: 3.4 MI N OF US 82 (Lat: 32.218697, Lng: -86.090044), Route carried "on" structure: County highway 12, Year Built: 1972, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: BULLARD SLOUGH, Facility Carried by Structure: CARTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $532,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10746, Location: 3.4 MI N OF US 82 (Lat: 32.218697, Lng: -86.090044), Route carried "on" structure: County highway 12, Year Built: 1972, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: BULLARD SLOUGH, Facility Carried by Structure: CARTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $532,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11417, Location: 2.7 MI EAST OF CO 61 (Lat: 32.247278, Lng: -86.249319), Route carried "on" structure: County highway 18, Year Built: 1981, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 430 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: SNWDN-CHAMBERS RD.
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 8, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,095,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11417, Location: 2.7 MI EAST OF CO 61 (Lat: 32.247278, Lng: -86.249319), Route carried "on" structure: County highway 18, Year Built: 1981, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 430 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: SNWDN-CHAMBERS RD.
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 8, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,095,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11617, Location: 2.2 MI N US 82 (Lat: 32.204736, Lng: -86.099803), Route carried "on" structure: County highway 12, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 550 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 10, Features Intersected: LITTLE CATOMA CRK, Facility Carried by Structure: CARTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $921,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,013,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11617, Location: 2.2 MI N US 82 (Lat: 32.204736, Lng: -86.099803), Route carried "on" structure: County highway 12, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 550 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 10, Features Intersected: LITTLE CATOMA CRK, Facility Carried by Structure: CARTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $921,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,013,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11625, Location: 2.9 MI EAST OF CO 61 (Lat: 32.250425, Lng: -86.244781), Route carried "on" structure: County highway 18, Year Built: 1976, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 430 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: RAMER CREEK, Facility Carried by Structure: SNWDN-CHAMBERS 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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $854,000, Roadway Improvement Cost: $85,000, Total Project Cost: $939,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11625, Location: 2.9 MI EAST OF CO 61 (Lat: 32.250425, Lng: -86.244781), Route carried "on" structure: County highway 18, Year Built: 1976, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 430 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: RAMER CREEK, Facility Carried by Structure: SNWDN-CHAMBERS 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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $854,000, Roadway Improvement Cost: $85,000, Total Project Cost: $939,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11846, Location: 2.4 MI NE OF OLD PIKE RD (Lat: 32.301483, Lng: -86.069525), Route carried "on" structure: County highway 84, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 988 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,087 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: WALLAHATCHIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
Structure Number: 11846, Location: 2.4 MI NE OF OLD PIKE RD (Lat: 32.301483, Lng: -86.069525), Route carried "on" structure: County highway 84, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 988 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,087 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: WALLAHATCHIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
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Structure Number: 12177, Location: 1.2 MI E US 82 (Lat: 32.185961, Lng: -86.073581), Route carried "on" structure: County highway 36, Year Built: 1979, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 255 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 190 (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: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,095,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12177, Location: 1.2 MI E US 82 (Lat: 32.185961, Lng: -86.073581), Route carried "on" structure: County highway 36, Year Built: 1979, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 255 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 190 (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: 6, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $995,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,095,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12178, Location: 1.1 MI E OF US 82 (Lat: 32.185944, Lng: -86.076319), Route carried "on" structure: County highway 36, Year Built: 1979, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 255 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: LITTLE COTOMA CREEK, 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $933,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12178, Location: 1.1 MI E OF US 82 (Lat: 32.185944, Lng: -86.076319), Route carried "on" structure: County highway 36, Year Built: 1979, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 255 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: LITTLE COTOMA CREEK, 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $933,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12362, Location: 5 MI N OF US 82 (Lat: 32.250197, Lng: -86.096175), Route carried "on" structure: County highway 12, Year Built: 1980, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2041), Features Intersected: MARKS SLOUGH, Facility Carried by Structure: CARTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $657,000, Roadway Improvement Cost: $66,000, Total Project Cost: $723,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12362, Location: 5 MI N OF US 82 (Lat: 32.250197, Lng: -86.096175), Route carried "on" structure: County highway 12, Year Built: 1980, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 425 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2041), Features Intersected: MARKS SLOUGH, Facility Carried by Structure: CARTER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $657,000, Roadway Improvement Cost: $66,000, Total Project Cost: $723,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12557, Location: 3 MILES EAST OF CO.61 (Lat: 32.251331, Lng: -86.243172), Route carried "on" structure: County highway 24, Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: BLACKS SLOUGH, Facility Carried by Structure: SNWDN-CHAMBERS RD.
Minimum Vertical Clearance: 0.00m, 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: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $88,000, Total Project Cost: $968,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12557, Location: 3 MILES EAST OF CO.61 (Lat: 32.251331, Lng: -86.243172), Route carried "on" structure: County highway 24, Year Built: 1981, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: H 15, Features Intersected: BLACKS SLOUGH, Facility Carried by Structure: SNWDN-CHAMBERS RD.
Minimum Vertical Clearance: 0.00m, 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: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $88,000, Total Project Cost: $968,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12748, Location: 21.6 MI N OF PIKE CO LINE (Lat: 32.251608, Lng: -86.205814), Route carried "on" structure: County highway 3, Year Built: 1993, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 900 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2041), Design Load: HS 20, Features Intersected: BLACKS 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: 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: 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: 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: August 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
Structure Number: 12748, Location: 21.6 MI N OF PIKE CO LINE (Lat: 32.251608, Lng: -86.205814), Route carried "on" structure: County highway 3, Year Built: 1993, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 900 (year 1988), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2041), Design Load: HS 20, Features Intersected: BLACKS 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: 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: 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: 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: August 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: 12994, Location: 2.8 MILE EAST CO RD61 (Lat: 32.249061, Lng: -86.246903), Route carried "on" structure: County highway 31, Year Built: 1983, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 400 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2041), Design Load: H 10, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: SNWDN-CHAMBERS 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: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,147,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12994, Location: 2.8 MILE EAST CO RD61 (Lat: 32.249061, Lng: -86.246903), Route carried "on" structure: County highway 31, Year Built: 1983, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 400 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2041), Design Load: H 10, Features Intersected: DRAINAGE RELIEF, Facility Carried by Structure: SNWDN-CHAMBERS 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: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.63m (18.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,147,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous