Bridge Statistics for Brighton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 69ft / 21.5mTotal length
- $11,347,000Total costs
- 60,192Total average daily traffic
- 2,081Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brighton
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 41960-1969
- 11970-1979
- 11990-1999
- Bridge Condition - Superstructure
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 25.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 42.9%Good
- 14.3%Satisfactory
- 42.9%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 1542, Location: 100' NO. RR BRIDGE (Lat: 33.455436, Lng: -86.919908), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,340 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 24,213 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 205.850, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,291,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,420,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1542, Location: 100' NO. RR BRIDGE (Lat: 33.455436, Lng: -86.919908), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,340 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 24,213 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 205.850, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,291,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,420,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3588, Location: BRIGHTON (Lat: 33.429289, Lng: -86.946442), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 3,193 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,400 (year 2039), Design Load: H 15, Features Intersected: VALLEY CREEK, Facility Carried by Structure: HARMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $58,000, Total Project Cost: $637,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3588, Location: BRIGHTON (Lat: 33.429289, Lng: -86.946442), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 3,193 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,400 (year 2039), Design Load: H 15, Features Intersected: VALLEY CREEK, Facility Carried by Structure: HARMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $58,000, Total Project Cost: $637,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9107, Location: ALA 52 TO CIRCLE (Lat: 31.239044, Lng: -85.359417), Route carried "on" structure: County highway 46, Year Built: 1966, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,822 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 2,697 (year 2033), Features Intersected: POPLAR SPRING BRANCH
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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9107, Location: ALA 52 TO CIRCLE (Lat: 31.239044, Lng: -85.359417), Route carried "on" structure: County highway 46, Year Built: 1966, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,822 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 2,697 (year 2033), Features Intersected: POPLAR SPRING BRANCH
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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9196, Location: BRIGHTON (Lat: 33.430833, Lng: -86.952872), Route carried "on" structure: County highway 438, Year Built: 1966, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: H 20, Features Intersected: WOODWARD RR (NO TRACKS), Facility Carried by Structure: JAYBIRD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.22m (17.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,181,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,299,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9196, Location: BRIGHTON (Lat: 33.430833, Lng: -86.952872), Route carried "on" structure: County highway 438, Year Built: 1966, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: H 20, Features Intersected: WOODWARD RR (NO TRACKS), Facility Carried by Structure: JAYBIRD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.22m (17.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,181,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,299,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9286, Location: 2.14 MI N OF I65 (Lat: 32.364942, Lng: -86.286472), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 12,227 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 16,310 (year 2028), Design Load: HS 20, Features Intersected: IN 85, Facility Carried by Structure: FORREST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.562, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.61m (31.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,471,000, Roadway Improvement Cost: $547,000, Total Project Cost: $6,018,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9286, Location: 2.14 MI N OF I65 (Lat: 32.364942, Lng: -86.286472), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 12,227 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 16,310 (year 2028), Design Load: HS 20, Features Intersected: IN 85, Facility Carried by Structure: FORREST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.562, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.61m (31.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $5,471,000, Roadway Improvement Cost: $547,000, Total Project Cost: $6,018,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9287, Location: CR74 1 MI SW OF THORSBY (Lat: 32.900331, Lng: -86.720033), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2030), Design Load: H 20, Features Intersected: GALE CREEK, Facility Carried by Structure: CR74 EXPERIMENT ST
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: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 6.7m (22.0ft), Right: 6.7m (22.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $394,000 ( Estimate for 2022)
Structure Number: 9287, Location: CR74 1 MI SW OF THORSBY (Lat: 32.900331, Lng: -86.720033), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2030), Design Load: H 20, Features Intersected: GALE CREEK, Facility Carried by Structure: CR74 EXPERIMENT ST
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: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 6.7m (22.0ft), Right: 6.7m (22.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $394,000 ( Estimate for 2022)
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Structure Number: 9293, Location: 4.48 MILES S OF KEYTON (Lat: 31.226956, Lng: -85.807003), Route carried "on" structure: County highway 721, Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 70 (year 2040), Design Load: H 10, Features Intersected: WILSON MILL 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $529,000 ( Estimate for 2022)
Structure Number: 9293, Location: 4.48 MILES S OF KEYTON (Lat: 31.226956, Lng: -85.807003), Route carried "on" structure: County highway 721, Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 70 (year 2040), Design Load: H 10, Features Intersected: WILSON MILL 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $529,000 ( Estimate for 2022)
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Structure Number: 10321, Location: SEC 3,T9N,R19E (Lat: 31.776667, Lng: -86.146667), Route carried "on" structure: County highway 20, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 100 (year 2035), Design Load: H 10, Features Intersected: LYNN MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, 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), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10321, Location: SEC 3,T9N,R19E (Lat: 31.776667, Lng: -86.146667), Route carried "on" structure: County highway 20, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 100 (year 2035), Design Load: H 10, Features Intersected: LYNN MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, 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), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1406, Location: FREEMAN KERVIN RD (Lat: 31.521144, Lng: -86.618983), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 140 (year 1994), Truck Traffic: 1%, Average Future Daily Traffic: 172 (year 2030), Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1406, Location: FREEMAN KERVIN RD (Lat: 31.521144, Lng: -86.618983), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 140 (year 1994), Truck Traffic: 1%, Average Future Daily Traffic: 172 (year 2030), Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1406, Location: US 11 * TCI RR (Lat: 33.454644, Lng: -86.920725), Route carried "under" structure: US 11, Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 19,340 (year 2013), Truck Traffic: 3%, Features Intersected: US 11, Facility Carried by Structure: TCI RR
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 205.513, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 1406, Location: US 11 * TCI RR (Lat: 33.454644, Lng: -86.920725), Route carried "under" structure: US 11, Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 19,340 (year 2013), Truck Traffic: 3%, Features Intersected: US 11, Facility Carried by Structure: TCI RR
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 205.513, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.0m (95.1ft)