Bridge Statistics for Oakman, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 151ft / 46.0mTotal length
- $13,270,000Total costs
- 13,394Total average daily traffic
- 1,775Total average daily truck traffic
- 17,567Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Oakman
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 41940-1949
- 61960-1969
- 11970-1979
- 11980-1989
- 22000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 15.4%Satisfactory
- 46.2%Fair
- Bridge Condition - Superstructure
- 38.5%Good
- 38.5%Satisfactory
- 23.1%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 38.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- 15.4%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 6.3%Good
- 43.8%Satisfactory
- 37.5%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 75.0%Satisfactory
- 25.0%Fair
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Structure Number: 827, Location: 0.6 MILE WEST OF CORD 13 (Lat: 34.194889, Lng: -88.158667), Route carried "on" structure: County highway 94, Year Built: 1930, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 105 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 202 (year 2036), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
Structure Number: 827, Location: 0.6 MILE WEST OF CORD 13 (Lat: 34.194889, Lng: -88.158667), Route carried "on" structure: County highway 94, Year Built: 1930, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 105 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 202 (year 2036), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), 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: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
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Structure Number: 973, Location: 2 MI WEST JCT AL 69 (Lat: 33.700900, Lng: -87.453100), Route carried "on" structure: State highway 18, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,130 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,379 (year 2041), Features Intersected: Whiterock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $39,000, Total Project Cost: $427,000 ( Estimate for 2022)
Structure Number: 973, Location: 2 MI WEST JCT AL 69 (Lat: 33.700900, Lng: -87.453100), Route carried "on" structure: State highway 18, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,130 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,379 (year 2041), Features Intersected: Whiterock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $39,000, Total Project Cost: $427,000 ( Estimate for 2022)
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Structure Number: 1612, Location: AL 69 * WOLF CK (Lat: 33.672761, Lng: -87.387706), Route carried "on" structure: State highway 69, Year Built: 1937, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,694 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,963 (year 2041), Design Load: H 15, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 1612, Location: AL 69 * WOLF CK (Lat: 33.672761, Lng: -87.387706), Route carried "on" structure: State highway 69, Year Built: 1937, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,694 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 1,963 (year 2041), Design Load: H 15, Features Intersected: Wolf Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 221, Location: COAL VALLEY (Lat: 33.750000, Lng: -87.433333), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 325 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 550 (year 2031), Features Intersected: CANE CREEK, Facility Carried by Structure: COAL VALLEY 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 221, Location: COAL VALLEY (Lat: 33.750000, Lng: -87.433333), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 325 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 550 (year 2031), Features Intersected: CANE CREEK, Facility Carried by Structure: COAL VALLEY 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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2211, Location: COAL VALLEY (Lat: 33.716667, Lng: -87.433333), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 325 (year 1991), Truck Traffic: 20%, Average Future Daily Traffic: 550 (year 2031), Features Intersected: CANE CREEK, Facility Carried by Structure: COAL VALLEY 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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $52,000, Total Project Cost: $575,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2211, Location: COAL VALLEY (Lat: 33.716667, Lng: -87.433333), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 325 (year 1991), Truck Traffic: 20%, Average Future Daily Traffic: 550 (year 2031), Features Intersected: CANE CREEK, Facility Carried by Structure: COAL VALLEY 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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $52,000, Total Project Cost: $575,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2212, Location: 3 MILE E OAKMAN (Lat: 33.716667, Lng: -87.350000), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 425 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 595 (year 2032), Features Intersected: UNNAMED BRANCH, Facility Carried by Structure: PROVIDENCE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2212, Location: 3 MILE E OAKMAN (Lat: 33.716667, Lng: -87.350000), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 425 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 595 (year 2032), Features Intersected: UNNAMED BRANCH, Facility Carried by Structure: PROVIDENCE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2213, Location: 1 1/2 MILE W PARRISH (Lat: 33.716667, Lng: -87.333333), Route carried "on" structure: County highway 20, Year Built: 1940, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 40%, Average Future Daily Traffic: 1,100 (year 2031), Design Load: H 15, Features Intersected: SOUTHERN RR, Facility Carried by Structure: OLD PARRISH OAKMAN
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $52,000, Total Project Cost: $573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2213, Location: 1 1/2 MILE W PARRISH (Lat: 33.716667, Lng: -87.333333), Route carried "on" structure: County highway 20, Year Built: 1940, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 40%, Average Future Daily Traffic: 1,100 (year 2031), Design Load: H 15, Features Intersected: SOUTHERN RR, Facility Carried by Structure: OLD PARRISH OAKMAN
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $52,000, Total Project Cost: $573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6888, Location: 1 MILE W HWY 69 (Lat: 33.766667, Lng: -87.383333), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 250 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2032), Design Load: HS 20, Features Intersected: PUMPKIN CREEK, Facility Carried by Structure: PLEASANT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $184,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6888, Location: 1 MILE W HWY 69 (Lat: 33.766667, Lng: -87.383333), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 250 (year 1991), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2032), Design Load: HS 20, Features Intersected: PUMPKIN CREEK, Facility Carried by Structure: PLEASANT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $184,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6889, Location: 1/2 MILE S OAKMAN (Lat: 33.706389, Lng: -87.379111), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 1991), Average Future Daily Traffic: 75 (year 2031), Design Load: H 15, Features Intersected: CANE CREEK, Facility Carried by Structure: DAY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 6889, Location: 1/2 MILE S OAKMAN (Lat: 33.706389, Lng: -87.379111), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 1991), Average Future Daily Traffic: 75 (year 2031), Design Load: H 15, Features Intersected: CANE CREEK, Facility Carried by Structure: DAY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 7812, Location: 150 FT E OF I59 (Lat: 34.415278, Lng: -85.771156), Route carried "on" structure: County highway 280, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 98 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 146 (year 2041), Design Load: H 15, Features Intersected: TRIB. TO BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.1 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $466,000 ( Estimate for 2022)
Structure Number: 7812, Location: 150 FT E OF I59 (Lat: 34.415278, Lng: -85.771156), Route carried "on" structure: County highway 280, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 98 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 146 (year 2041), Design Load: H 15, Features Intersected: TRIB. TO BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.1 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $466,000 ( Estimate for 2022)
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Structure Number: 8115, Location: .2 MI E US 43 CO B67 JCT (Lat: 34.565392, Lng: -87.681586), Route carried "on" structure: County highway B67, Year Built: 1964, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 495 (year 1986), Truck Traffic: 4%, Average Future Daily Traffic: 738 (year 2036), Features Intersected: STINKING BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 18.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $233,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8115, Location: .2 MI E US 43 CO B67 JCT (Lat: 34.565392, Lng: -87.681586), Route carried "on" structure: County highway B67, Year Built: 1964, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 495 (year 1986), Truck Traffic: 4%, Average Future Daily Traffic: 738 (year 2036), Features Intersected: STINKING BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 18.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $233,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8271, Location: 2.6 MI. E. OF PRARIEVILLE (Lat: 32.510000, Lng: -87.645000), Route carried "on" structure: County highway 12, Year Built: 1964, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Design Load: H 15, Features Intersected: TRIB. TO COTTONWOOD CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $667,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 8271, Location: 2.6 MI. E. OF PRARIEVILLE (Lat: 32.510000, Lng: -87.645000), Route carried "on" structure: County highway 12, Year Built: 1964, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Design Load: H 15, Features Intersected: TRIB. TO COTTONWOOD CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $667,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 8272, Location: 3.0 MI. E. OF PRARIEVILLE (Lat: 32.510000, Lng: -87.641667), Route carried "on" structure: County highway 12, Year Built: 1964, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 300 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Design Load: H 15, Features Intersected: COTTONWOOD CREEK
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: Channel Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,448,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 8272, Location: 3.0 MI. E. OF PRARIEVILLE (Lat: 32.510000, Lng: -87.641667), Route carried "on" structure: County highway 12, Year Built: 1964, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 300 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Design Load: H 15, Features Intersected: COTTONWOOD CREEK
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: Channel Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,448,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1384, Location: 2 MILES S OAKMAN (Lat: 33.700000, Lng: -87.350000), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 1986, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 425 (year 1991), Truck Traffic: 70%, Average Future Daily Traffic: 595 (year 2032), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: DIXIE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $362,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1384, Location: 2 MILES S OAKMAN (Lat: 33.700000, Lng: -87.350000), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 1986, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 425 (year 1991), Truck Traffic: 70%, Average Future Daily Traffic: 595 (year 2032), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: DIXIE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $362,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14924, Location: .1 MI South Oakman (Lat: 33.709275, Lng: -87.390625), Route carried "on" structure: State highway 69, Year Built: 1989, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 2,912 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,874 (year 2041), Design Load: HS 20, Features Intersected: Cane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,448,000 ( Estimate for 2022)
Structure Number: 14924, Location: .1 MI South Oakman (Lat: 33.709275, Lng: -87.390625), Route carried "on" structure: State highway 69, Year Built: 1989, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 2,912 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,874 (year 2041), Design Load: HS 20, Features Intersected: Cane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,316,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,448,000 ( Estimate for 2022)
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Structure Number: 1696, Location: AL-69 at Lost Creek (Lat: 33.763333, Lng: -87.358333), Route carried "on" structure: State highway 69, Year Built: 2004, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 3,600 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 4,680 (year 2041), Design Load: HS 20, Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 311.328, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,342,000, Roadway Improvement Cost: $334,000, Total Project Cost: $3,676,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1696, Location: AL-69 at Lost Creek (Lat: 33.763333, Lng: -87.358333), Route carried "on" structure: State highway 69, Year Built: 2004, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 3,600 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 4,680 (year 2041), Design Load: HS 20, Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 311.328, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,342,000, Roadway Improvement Cost: $334,000, Total Project Cost: $3,676,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17955, Location: 1 MILE WEST AL HWY 69 (Lat: 33.683333, Lng: -87.416667), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 80 (year 2000), Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: BLUEWATER ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Meets minimum limits, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $71,000, Total Project Cost: $778,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17955, Location: 1 MILE WEST AL HWY 69 (Lat: 33.683333, Lng: -87.416667), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 80 (year 2000), Average Future Daily Traffic: 100 (year 2032), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: BLUEWATER ROAD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Meets minimum limits, Length Of Structure Improvement: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $707,000, Roadway Improvement Cost: $71,000, Total Project Cost: $778,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous