Bridge Statistics for Vincent, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 138ft / 41.8mTotal length
- $14,424,000Total costs
- 58,186Total average daily traffic
- 6,991Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vincent
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 31950-1959
- 21980-1989
- 21990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 40.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 8.3%Very good
- 50.0%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
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Structure Number: 1443, Location: NO. OF VINCENT (Lat: 33.390383, Lng: -86.409314), Route carried "on" structure: State highway 25, Year Built: 1936, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,040 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 8,008 (year 2041), Design Load: H 15, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.802, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.86m (19.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $964,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,060,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1443, Location: NO. OF VINCENT (Lat: 33.390383, Lng: -86.409314), Route carried "on" structure: State highway 25, Year Built: 1936, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,040 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 8,008 (year 2041), Design Load: H 15, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 242.802, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.86m (19.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $964,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,060,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2587, Location: 2 . 5 MI S SO CLAIR CO LI (Lat: 33.427778, Lng: -86.400833), Route carried "on" structure: US 231, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,200 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 4,209 (year 2041), Design Load: H 15, Features Intersected: GABE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 329.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 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: Equal to present minimum 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: November 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2587, Location: 2 . 5 MI S SO CLAIR CO LI (Lat: 33.427778, Lng: -86.400833), Route carried "on" structure: US 231, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,200 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 4,209 (year 2041), Design Load: H 15, Features Intersected: GABE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 329.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.7 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: Equal to present minimum 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: November 2020, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4787, Location: 1/10s West of Fosters (Lat: 33.090589, Lng: -87.690181), Route carried "on" structure: US 11, Year Built: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 4,586 (year 2040), Design Load: H 15, Features Intersected: Branch of Grants Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022)
Structure Number: 4787, Location: 1/10s West of Fosters (Lat: 33.090589, Lng: -87.690181), Route carried "on" structure: US 11, Year Built: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 4,586 (year 2040), Design Load: H 15, Features Intersected: Branch of Grants Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022)
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Structure Number: 4882, Location: 3.8 MI E JCT CO RT 217 (Lat: 34.605756, Lng: -87.129439), Route carried "on" structure: County highway 222, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2034), Design Load: H 20, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4882, Location: 3.8 MI E JCT CO RT 217 (Lat: 34.605756, Lng: -87.129439), Route carried "on" structure: County highway 222, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2034), Design Load: H 20, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $448,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1231, Location: I59 * JAY BIRD RD (Lat: 33.455833, Lng: -86.958333), Route carried "on" structure: Interstate 20, Year Built: 1980, Status: Open, Structure Length: 11.14m (36.55ft), Average Daily Traffic: 30,650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 37,920 (year 2041), Design Load: HS 20, Features Intersected: JAY BIRD ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 186.241, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.03m (39.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,381,000, Roadway Improvement Cost: $338,000, Total Project Cost: $3,719,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1231, Location: I59 * JAY BIRD RD (Lat: 33.455833, Lng: -86.958333), Route carried "on" structure: Interstate 20, Year Built: 1980, Status: Open, Structure Length: 11.14m (36.55ft), Average Daily Traffic: 30,650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 37,920 (year 2041), Design Load: HS 20, Features Intersected: JAY BIRD ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 186.241, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.03m (39.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,381,000, Roadway Improvement Cost: $338,000, Total Project Cost: $3,719,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13354, Location: 0.3 MI S JCT CO 83 (Lat: 33.391472, Lng: -86.443042), Route carried "on" structure: County highway 81, Year Built: 1984, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 958 (year 2040), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $631,000 ( Estimate for 2022)
Structure Number: 13354, Location: 0.3 MI S JCT CO 83 (Lat: 33.391472, Lng: -86.443042), Route carried "on" structure: County highway 81, Year Built: 1984, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 958 (year 2040), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $631,000 ( Estimate for 2022)
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Structure Number: 15233, Location: 1 0 MI W LOGAN MARTIN DAM (Lat: 33.429350, Lng: -86.353536), Route carried "on" structure: ServiceCounty highway 157, Year Built: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 600 (year 1999), Truck Traffic: 15%, Average Future Daily Traffic: 997 (year 2029), Design Load: HS 20, Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,263,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15233, Location: 1 0 MI W LOGAN MARTIN DAM (Lat: 33.429350, Lng: -86.353536), Route carried "on" structure: ServiceCounty highway 157, Year Built: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 600 (year 1999), Truck Traffic: 15%, Average Future Daily Traffic: 997 (year 2029), Design Load: HS 20, Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,263,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15602, Location: 1.7 MI NE US 280 (Lat: 33.349697, Lng: -86.406367), Route carried "on" structure: County highway 62, Year Built: 1955, Year Reconstructed: 2003, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 976 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,692 (year 2042), Design Load: H 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.5 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: 2.18m (7.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $663,000 ( Estimate for 2022)
Structure Number: 15602, Location: 1.7 MI NE US 280 (Lat: 33.349697, Lng: -86.406367), Route carried "on" structure: County highway 62, Year Built: 1955, Year Reconstructed: 2003, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 976 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,692 (year 2042), Design Load: H 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.5 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: 2.18m (7.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $663,000 ( Estimate for 2022)
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Structure Number: 16862, Location: 1.0MI E OF US HWY 231 (Lat: 33.397197, Lng: -86.386931), Route carried "on" structure: County highway 60, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,475 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,256 (year 2041), Design Load: HS 20, Features Intersected: LIT COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $36,000, Total Project Cost: $396,000 ( Estimate for 2022)
Structure Number: 16862, Location: 1.0MI E OF US HWY 231 (Lat: 33.397197, Lng: -86.386931), Route carried "on" structure: County highway 60, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,475 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,256 (year 2041), Design Load: HS 20, Features Intersected: LIT COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $36,000, Total Project Cost: $396,000 ( Estimate for 2022)
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Structure Number: 17875, Location: .2 MI SO. OF CO. RD. 62 (Lat: 33.367781, Lng: -86.407439), Route carried "on" structure: County highway 85, Year Built: 2002, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 765 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,132 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,029,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17875, Location: .2 MI SO. OF CO. RD. 62 (Lat: 33.367781, Lng: -86.407439), Route carried "on" structure: County highway 85, Year Built: 2002, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 765 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,132 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $935,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,029,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18186, Location: 1/2 MILEM FROM CR83 (Lat: 33.391567, Lng: -86.443000), Route carried "on" structure: County highway 81, Year Built: 2002, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022)
Structure Number: 18186, Location: 1/2 MILEM FROM CR83 (Lat: 33.391567, Lng: -86.443000), Route carried "on" structure: County highway 81, Year Built: 2002, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $37,000, Total Project Cost: $411,000 ( Estimate for 2022)
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Structure Number: 18187, Location: .81 MI FROM CR 62 (Lat: 33.375581, Lng: -86.452247), Route carried "on" structure: County highway 83, Year Built: 2003, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $527,000 ( Estimate for 2022)
Structure Number: 18187, Location: .81 MI FROM CR 62 (Lat: 33.375581, Lng: -86.452247), Route carried "on" structure: County highway 83, Year Built: 2003, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Total Project Cost: $527,000 ( Estimate for 2022)
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Structure Number: 19372, Location: .3 MI FROM CR 62/CR 85 (Lat: 33.349181, Lng: -86.383233), Route carried "on" structure: County highway 85, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: UT TO LOCUST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $363,000 ( Estimate for 2022)
Structure Number: 19372, Location: .3 MI FROM CR 62/CR 85 (Lat: 33.349181, Lng: -86.383233), Route carried "on" structure: County highway 85, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: UT TO LOCUST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $330,000, Roadway Improvement Cost: $33,000, Total Project Cost: $363,000 ( Estimate for 2022)
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Structure Number: 19847, Location: VINCENT (Lat: 33.358228, Lng: -86.427819), Route carried "on" structure: State highway 25, Year Built: 2016, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 6,810 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,170 (year 2040), Design Load: HL 93, Features Intersected: CSXT RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.844, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,385,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19847, Location: VINCENT (Lat: 33.358228, Lng: -86.427819), Route carried "on" structure: State highway 25, Year Built: 2016, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 6,810 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,170 (year 2040), Design Load: HL 93, Features Intersected: CSXT RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.844, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.56m (24.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,385,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20106, Location: 0.5 MI E. CR 81 (Lat: 33.384344, Lng: -86.438969), Route carried "on" structure: County highway 83, Year Built: 2008, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 2020), Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20, Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $503,000 ( Estimate for 2022)
Structure Number: 20106, Location: 0.5 MI E. CR 81 (Lat: 33.384344, Lng: -86.438969), Route carried "on" structure: County highway 83, Year Built: 2008, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 300 (year 2020), Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20, Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $503,000 ( Estimate for 2022)
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Structure Number: 362, Location: .4MI E JCT CO 85 (Lat: 33.371667, Lng: -86.403333), Route carried "under" structure: County highway 62, Year Built: 1926, Structure Length: 0. m, Average Daily Traffic: 330 (year 1985), Truck Traffic: 1%, Features Intersected: COUNTY ROAD, Facility Carried by Structure: CENTRAL GA RR
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 0.010, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 362, Location: .4MI E JCT CO 85 (Lat: 33.371667, Lng: -86.403333), Route carried "under" structure: County highway 62, Year Built: 1926, Structure Length: 0. m, Average Daily Traffic: 330 (year 1985), Truck Traffic: 1%, Features Intersected: COUNTY ROAD, Facility Carried by Structure: CENTRAL GA RR
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 0.010, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 1231, Location: AL 25 IN VINCENT (Lat: 33.384597, Lng: -86.411981), Route carried "under" structure: US 1, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 1,190 (year 2013), Truck Traffic: 9%, Features Intersected: AL 25, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 243.977, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 1231, Location: AL 25 IN VINCENT (Lat: 33.384597, Lng: -86.411981), Route carried "under" structure: US 1, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 1,190 (year 2013), Truck Traffic: 9%, Features Intersected: AL 25, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 243.977, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)