Bridge Statistics for Thomasville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 141ft / 42.9mTotal length
- $16,348,000Total costs
- 40,565Total average daily traffic
- 4,951Total average daily truck traffic
- 51,726Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Thomasville
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 31940-1949
- 31960-1969
- 11970-1979
- 21980-1989
- 51990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 31970-1979
- 11980-1989
- Bridge Condition - Deck
- 50.0%Excellent
- 50.0%Good
- Bridge Condition - Superstructure
- 50.0%Excellent
- 50.0%Good
- Bridge Condition - Substructure
- 50.0%Excellent
- 50.0%Good
- Bridge Condition - Channel
- 4.8%Excellent
- 14.3%Very good
- 52.4%Good
- 23.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 61.1%Good
- 11.1%Satisfactory
- 11.1%Fair
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Structure Number: 232, Location: 2.99 MI.N T'VILLE CT.LTS (Lat: 31.931667, Lng: -87.691667), Route carried "on" structure: County highway 27, Year Built: 1924, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 300 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 330 (year 2038), Design Load: H 10, Features Intersected: BEAR CREEK
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $410,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 232, Location: 2.99 MI.N T'VILLE CT.LTS (Lat: 31.931667, Lng: -87.691667), Route carried "on" structure: County highway 27, Year Built: 1924, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 300 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 330 (year 2038), Design Load: H 10, Features Intersected: BEAR CREEK
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $410,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1682, Location: 0.9 MI. S. SR 106 (Lat: 31.552333, Lng: -86.306233), Route carried "on" structure: US 29, Year Built: 1923, Year Reconstructed: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
Structure Number: 1682, Location: 0.9 MI. S. SR 106 (Lat: 31.552333, Lng: -86.306233), Route carried "on" structure: US 29, Year Built: 1923, Year Reconstructed: 1938, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,980 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 2,698 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000 ( Estimate for 2022)
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Structure Number: 2256, Location: 1.4 MI. N. OF THOMASVILLE (Lat: 31.957153, Lng: -87.723419), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,860 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,589 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.239, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022)
Structure Number: 2256, Location: 1.4 MI. N. OF THOMASVILLE (Lat: 31.957153, Lng: -87.723419), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,860 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,589 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.239, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $32,000, Total Project Cost: $355,000 ( Estimate for 2022)
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Structure Number: 2257, Location: 2.7 MI. N. OF THOMASVILLE (Lat: 31.964658, Lng: -87.702328), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,860 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,589 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $722,000 ( Estimate for 2022)
Structure Number: 2257, Location: 2.7 MI. N. OF THOMASVILLE (Lat: 31.964658, Lng: -87.702328), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,860 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 8,589 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $722,000 ( Estimate for 2022)
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Structure Number: 2258, Location: 3.9 MI. N. OF THOMASVILLE (Lat: 31.965608, Lng: -87.682739), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 6,500 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 8,138 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, 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: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $483,000 ( Estimate for 2022)
Structure Number: 2258, Location: 3.9 MI. N. OF THOMASVILLE (Lat: 31.965608, Lng: -87.682739), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 6,500 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 8,138 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.272, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, 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: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $483,000 ( Estimate for 2022)
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Structure Number: 7572, Location: 0.20 MI.E.CO.RT.27 (Lat: 31.933333, Lng: -87.685000), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 110 (year 2038), Features Intersected: BEAR CREEK, Facility Carried by Structure: ROUND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $427,000, Roadway Improvement Cost: $43,000, Total Project Cost: $470,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7572, Location: 0.20 MI.E.CO.RT.27 (Lat: 31.933333, Lng: -87.685000), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 110 (year 2038), Features Intersected: BEAR CREEK, Facility Carried by Structure: ROUND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $427,000, Roadway Improvement Cost: $43,000, Total Project Cost: $470,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11822, Location: 3 MI.W THOMASVILLE (Lat: 31.921667, Lng: -87.803333), Route carried "on" structure: County highway 44, Year Built: 1977, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2041), Design Load: H 15, Features Intersected: BASHI CREEK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11822, Location: 3 MI.W THOMASVILLE (Lat: 31.921667, Lng: -87.803333), Route carried "on" structure: County highway 44, Year Built: 1977, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2041), Design Load: H 15, Features Intersected: BASHI CREEK
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12552, Location: THOMASVILLE (Lat: 31.863628, Lng: -87.747167), Route carried "on" structure: US 43, Year Built: 1981, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 4,275 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 5,491 (year 2033), Design Load: HS 20, Features Intersected: BASSETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,100,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12552, Location: THOMASVILLE (Lat: 31.863628, Lng: -87.747167), Route carried "on" structure: US 43, Year Built: 1981, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 4,275 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 5,491 (year 2033), Design Load: HS 20, Features Intersected: BASSETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,100,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12553, Location: THOMASVILLE (Lat: 31.863597, Lng: -87.746878), Route carried "on" structure: US 43, Year Built: 1981, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 4,275 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 5,491 (year 2033), Design Load: HS 20, Features Intersected: BASSETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,100,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12553, Location: THOMASVILLE (Lat: 31.863597, Lng: -87.746878), Route carried "on" structure: US 43, Year Built: 1981, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 4,275 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 5,491 (year 2033), Design Load: HS 20, Features Intersected: BASSETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,100,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12648, Location: 0.84 MI.S. TVILLE (Lat: 31.878333, Lng: -87.726667), Route carried "on" structure: County highway 27, Year Built: 1924, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 900 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2038), Design Load: HS 20, Features Intersected: STREAM
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12648, Location: 0.84 MI.S. TVILLE (Lat: 31.878333, Lng: -87.726667), Route carried "on" structure: County highway 27, Year Built: 1924, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 900 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2038), Design Load: HS 20, Features Intersected: STREAM
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12685, Location: 0.20 MI. E US 43 (Lat: 31.868333, Lng: -87.741667), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: RURAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 12685, Location: 0.20 MI. E US 43 (Lat: 31.868333, Lng: -87.741667), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: RURAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $404,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 12687, Location: 0.87 MI.W CO.RT.48 (Lat: 31.951667, Lng: -87.800000), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 1995), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: GLOVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12687, Location: 0.87 MI.W CO.RT.48 (Lat: 31.951667, Lng: -87.800000), Route carried "on" structure: County highway , Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 1995), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: GLOVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $223,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15065, Location: 0.50 MI.E.CO RT 27 (Lat: 31.931667, Lng: -87.681667), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: ROUND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 15065, Location: 0.50 MI.E.CO RT 27 (Lat: 31.931667, Lng: -87.681667), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: ROUND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 16427, Location: THOMASVILLE (Lat: 31.889256, Lng: -87.741492), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 800 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: GATES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $640,000 ( Estimate for 2022)
Structure Number: 16427, Location: THOMASVILLE (Lat: 31.889256, Lng: -87.741492), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 800 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: GATES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $640,000 ( Estimate for 2022)
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Structure Number: 16428, Location: THOMASVILLE (Lat: 31.888450, Lng: -87.729500), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 450 (year 1992), Average Future Daily Traffic: 550 (year 2031), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: GATES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.608, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.56m (5.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022)
Structure Number: 16428, Location: THOMASVILLE (Lat: 31.888450, Lng: -87.729500), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 450 (year 1992), Average Future Daily Traffic: 550 (year 2031), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: GATES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.608, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.56m (5.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022)
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Structure Number: 1682, Location: THOMASVILLE (Lat: 31.928478, Lng: -87.751511), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 300 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2031), Features Intersected: STREAM, Facility Carried by Structure: ANDREWS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $433,000 ( Estimate for 2022)
Structure Number: 1682, Location: THOMASVILLE (Lat: 31.928478, Lng: -87.751511), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 300 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2031), Features Intersected: STREAM, Facility Carried by Structure: ANDREWS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $39,000, Total Project Cost: $433,000 ( Estimate for 2022)
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Structure Number: 16821, Location: THOMASVILLE (Lat: 31.925319, Lng: -87.753567), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 300 (year 1992), Average Future Daily Traffic: 300 (year 2031), Features Intersected: STREAM, Facility Carried by Structure: LINDWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Toll: On Interstate toll segment, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $398,000 ( Estimate for 2022)
Structure Number: 16821, Location: THOMASVILLE (Lat: 31.925319, Lng: -87.753567), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 300 (year 1992), Average Future Daily Traffic: 300 (year 2031), Features Intersected: STREAM, Facility Carried by Structure: LINDWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Toll: On Interstate toll segment, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $398,000 ( Estimate for 2022)
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Structure Number: 18865, Location: THOMASVILLE (Lat: 31.912117, Lng: -87.751833), Route carried "on" structure: State highway 154, Year Built: 2006, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,030 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 3,697 (year 2033), Design Load: HS 20, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022)
Structure Number: 18865, Location: THOMASVILLE (Lat: 31.912117, Lng: -87.751833), Route carried "on" structure: State highway 154, Year Built: 2006, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 3,030 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 3,697 (year 2033), Design Load: HS 20, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.327, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022)
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Structure Number: 20008, Location: 0.5 MILES EAST OF US 43 (Lat: 31.841533, Lng: -87.746836), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,250 (year 2006), Average Future Daily Traffic: 2,000 (year 2041), Design Load: HS 20, Features Intersected: BASSETTS CREEK, Facility Carried by Structure: LP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,544,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,698,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20008, Location: 0.5 MILES EAST OF US 43 (Lat: 31.841533, Lng: -87.746836), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,250 (year 2006), Average Future Daily Traffic: 2,000 (year 2041), Design Load: HS 20, Features Intersected: BASSETTS CREEK, Facility Carried by Structure: LP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,544,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,698,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20009, Location: 2 MILES EAST OF US 43 (Lat: 31.843344, Lng: -87.740242), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,250 (year 2006), Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RAILROA, Facility Carried by Structure: LP ROAD???????????
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,761,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20009, Location: 2 MILES EAST OF US 43 (Lat: 31.843344, Lng: -87.740242), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,250 (year 2006), Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RAILROA, Facility Carried by Structure: LP ROAD???????????
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,761,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20107, Location: THOMASVILLE (Lat: 31.874722, Lng: -87.739167), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: BASSETTS CREEK, Facility Carried by Structure: SOUTH IND. PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.636, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $581,000 ( Estimate for 2022)
Structure Number: 20107, Location: THOMASVILLE (Lat: 31.874722, Lng: -87.739167), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: BASSETTS CREEK, Facility Carried by Structure: SOUTH IND. PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.636, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $53,000, Total Project Cost: $581,000 ( Estimate for 2022)
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Structure Number: 21281, Location: 2 mi west of Thomasville (Lat: 31.876997, Lng: -87.756853), Route carried "on" structure: State highway 154, Year Built: 2016, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 310 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 378 (year 2033), Design Load: HS 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $69,000, Total Project Cost: $763,000 ( Estimate for 2022)
Structure Number: 21281, Location: 2 mi west of Thomasville (Lat: 31.876997, Lng: -87.756853), Route carried "on" structure: State highway 154, Year Built: 2016, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 310 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 378 (year 2033), Design Load: HS 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $69,000, Total Project Cost: $763,000 ( Estimate for 2022)