Bridge Statistics for Fayette, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 45Number of bridges
- 456ft / 139mTotal length
- $48,641,000Total costs
- 109,445Total average daily traffic
- 4,859Total average daily truck traffic
- 139,870Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fayette
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 21930-1939
- 21940-1949
- 111950-1959
- 31960-1969
- 41970-1979
- 71980-1989
- 71990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 41960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 6.7%Very good
- 33.3%Good
- 36.7%Satisfactory
- 23.3%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 16.7%Good
- 53.3%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 43.3%Good
- 30.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 2.3%Very good
- 48.8%Good
- 37.2%Satisfactory
- 11.6%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 46.7%Satisfactory
- 13.3%Fair
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Structure Number: 1805, Location: 9TH ST * 29TH AVE (Lat: 33.203750, Lng: -87.574800), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 29,000 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 48,575 (year 2034), Design Load: H 20, Features Intersected: GM * O RAILROAD, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,828,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,011,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1805, Location: 9TH ST * 29TH AVE (Lat: 33.203750, Lng: -87.574800), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 29,000 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 48,575 (year 2034), Design Load: H 20, Features Intersected: GM * O RAILROAD, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,828,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,011,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1937, Location: 2.6 MI S JCT US 82 (Lat: 33.344867, Lng: -88.024650), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 2,587 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,340 (year 2040), Design Load: H 15, Features Intersected: Johnsons Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.9 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.67m (12.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1937, Location: 2.6 MI S JCT US 82 (Lat: 33.344867, Lng: -88.024650), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 2,587 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,340 (year 2040), Design Load: H 15, Features Intersected: Johnsons Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.9 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.67m (12.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $68,000, Total Project Cost: $747,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3124, Location: 1.7 MI N JCT SR 18 (Lat: 33.746300, Lng: -87.873100), Route carried "on" structure: State highway 107, Year Built: 1947, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 920 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,123 (year 2040), Design Load: H 15, Features Intersected: Ashpond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.733, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $532,000 ( Estimate for 2022)
Structure Number: 3124, Location: 1.7 MI N JCT SR 18 (Lat: 33.746300, Lng: -87.873100), Route carried "on" structure: State highway 107, Year Built: 1947, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 920 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,123 (year 2040), Design Load: H 15, Features Intersected: Ashpond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.733, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $532,000 ( Estimate for 2022)
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Structure Number: 43, Location: 0.7 S OF FAYETTE (Lat: 33.676594, Lng: -87.821958), Route carried "on" structure: County highway 35, Year Built: 1952, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 43, Location: 0.7 S OF FAYETTE (Lat: 33.676594, Lng: -87.821958), Route carried "on" structure: County highway 35, Year Built: 1952, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4301, Location: 1.8 S OF FAYETTE (Lat: 33.669503, Lng: -87.816656), Route carried "on" structure: County highway 10, Year Built: 1952, Status: Posted for load, Structure Length: 11.74m (38.52ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER, Facility Carried by Structure: CO RT 35
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: June 2018, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $1,988,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,187,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4301, Location: 1.8 S OF FAYETTE (Lat: 33.669503, Lng: -87.816656), Route carried "on" structure: County highway 10, Year Built: 1952, Status: Posted for load, Structure Length: 11.74m (38.52ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER, Facility Carried by Structure: CO RT 35
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: June 2018, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $1,988,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,187,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4302, Location: 0.9 S OF FAYETTE (Lat: 33.671281, Lng: -87.818289), Route carried "on" structure: County highway 10, Year Built: 1952, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER RELIEF, Facility Carried by Structure: CO RD 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $827,000, Roadway Improvement Cost: $83,000, Total Project Cost: $910,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4302, Location: 0.9 S OF FAYETTE (Lat: 33.671281, Lng: -87.818289), Route carried "on" structure: County highway 10, Year Built: 1952, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER RELIEF, Facility Carried by Structure: CO RD 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $827,000, Roadway Improvement Cost: $83,000, Total Project Cost: $910,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4303, Location: 1.0 S OF FAYETTE (Lat: 33.673281, Lng: -87.820156), Route carried "on" structure: County highway 35, Year Built: 1952, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,065 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4303, Location: 1.0 S OF FAYETTE (Lat: 33.673281, Lng: -87.820156), Route carried "on" structure: County highway 35, Year Built: 1952, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,065 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4304, Location: 1.0 S OF FAYETTE (Lat: 33.674853, Lng: -87.821250), Route carried "on" structure: County highway 35, Year Built: 1952, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4304, Location: 1.0 S OF FAYETTE (Lat: 33.674853, Lng: -87.821250), Route carried "on" structure: County highway 35, Year Built: 1952, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,065 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,150 (year 2030), Design Load: H 15, Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4458, Location: 2.1 MI S JCT SR 159 (Lat: 33.634000, Lng: -87.836167), Route carried "on" structure: State highway 171, Year Built: 1952, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,904 (year 2040), Design Load: H 15, Features Intersected: Martins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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 desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $952,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,047,000 ( Estimate for 2022)
Structure Number: 4458, Location: 2.1 MI S JCT SR 159 (Lat: 33.634000, Lng: -87.836167), Route carried "on" structure: State highway 171, Year Built: 1952, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,904 (year 2040), Design Load: H 15, Features Intersected: Martins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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 desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $952,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,047,000 ( Estimate for 2022)
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Structure Number: 4459, Location: 0.2 MI S JCT SR 159 (Lat: 33.646758, Lng: -87.838167), Route carried "on" structure: State highway 171, Year Built: 1952, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,285 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,087 (year 2040), Design Load: H 15, Features Intersected: Cains Ridge Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $55,000, Total Project Cost: $605,000 ( Estimate for 2022)
Structure Number: 4459, Location: 0.2 MI S JCT SR 159 (Lat: 33.646758, Lng: -87.838167), Route carried "on" structure: State highway 171, Year Built: 1952, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,285 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,087 (year 2040), Design Load: H 15, Features Intersected: Cains Ridge Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $55,000, Total Project Cost: $605,000 ( Estimate for 2022)
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Structure Number: 5638, Location: 2.9 MI S JCT SR 171 (Lat: 33.631983, Lng: -87.853133), Route carried "on" structure: State highway 159, Year Built: 1956, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 980 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 1,386 (year 2041), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.072, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $594,000, Roadway Improvement Cost: $59,000, Total Project Cost: $653,000 ( Estimate for 2022)
Structure Number: 5638, Location: 2.9 MI S JCT SR 171 (Lat: 33.631983, Lng: -87.853133), Route carried "on" structure: State highway 159, Year Built: 1956, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 980 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 1,386 (year 2041), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.072, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $594,000, Roadway Improvement Cost: $59,000, Total Project Cost: $653,000 ( Estimate for 2022)
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Structure Number: 5888, Location: 3.0 MI E OF FAYETTE (Lat: 33.679647, Lng: -87.781133), Route carried "on" structure: County highway 26, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,130 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 1,725 (year 2030), Design Load: H 15, Features Intersected: BOXES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $378,000 ( Estimate for 2022)
Structure Number: 5888, Location: 3.0 MI E OF FAYETTE (Lat: 33.679647, Lng: -87.781133), Route carried "on" structure: County highway 26, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,130 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 1,725 (year 2030), Design Load: H 15, Features Intersected: BOXES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $34,000, Total Project Cost: $378,000 ( Estimate for 2022)
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Structure Number: 8501, Location: City Limits of Fayette (Lat: 33.702667, Lng: -87.827000), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10,070 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 13,116 (year 2040), Design Load: H 15, Features Intersected: Branch, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.158, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: December 2020, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $52,000, Total Project Cost: $576,000 ( Estimate for 2022)
Structure Number: 8501, Location: City Limits of Fayette (Lat: 33.702667, Lng: -87.827000), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10,070 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 13,116 (year 2040), Design Load: H 15, Features Intersected: Branch, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.158, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: December 2020, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $52,000, Total Project Cost: $576,000 ( Estimate for 2022)
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Structure Number: 8502, Location: 0.2 MI S JCT AL-102 (Lat: 33.761000, Lng: -87.797500), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1965, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 4,510 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 5,874 (year 2041), Design Load: H 15, Features Intersected: Musgrove Creek, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.302, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,713,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,884,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8502, Location: 0.2 MI S JCT AL-102 (Lat: 33.761000, Lng: -87.797500), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1965, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 4,510 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 5,874 (year 2041), Design Load: H 15, Features Intersected: Musgrove Creek, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.302, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,713,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,884,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8943, Location: 0.5 MI N Brewer College (Lat: 33.729667, Lng: -87.813167), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 14,231 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,877 (year 2040), Design Load: H 15, Features Intersected: Branch, Facility Carried by Structure: Al-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.462, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $60,000, Total Project Cost: $656,000 ( Estimate for 2022)
Structure Number: 8943, Location: 0.5 MI N Brewer College (Lat: 33.729667, Lng: -87.813167), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 14,231 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,877 (year 2040), Design Load: H 15, Features Intersected: Branch, Facility Carried by Structure: Al-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.462, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $60,000, Total Project Cost: $656,000 ( Estimate for 2022)
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Structure Number: 8944, Location: 1.0 MI S JCT AL-129 (Lat: 33.740500, Lng: -87.803833), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,730 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,877 (year 2040), Design Load: H 15, Features Intersected: Branch, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.942, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 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: December 2020, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $52,000, Total Project Cost: $576,000 ( Estimate for 2022)
Structure Number: 8944, Location: 1.0 MI S JCT AL-129 (Lat: 33.740500, Lng: -87.803833), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,730 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,877 (year 2040), Design Load: H 15, Features Intersected: Branch, Facility Carried by Structure: AL-171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.942, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 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: December 2020, Bridge Improvement Cost: $524,000, Roadway Improvement Cost: $52,000, Total Project Cost: $576,000 ( Estimate for 2022)
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Structure Number: 10948, Location: 0.1 MI E of Fayette (Lat: 33.683433, Lng: -87.815100), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River Relief, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.28m (33.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,314,000, Roadway Improvement Cost: $331,000, Total Project Cost: $3,645,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10948, Location: 0.1 MI E of Fayette (Lat: 33.683433, Lng: -87.815100), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River Relief, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.28m (33.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,314,000, Roadway Improvement Cost: $331,000, Total Project Cost: $3,645,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10949, Location: 0.2 MI E of Fayette (Lat: 33.682967, Lng: -87.811867), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River Relief, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,339,000, Roadway Improvement Cost: $234,000, Total Project Cost: $2,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10949, Location: 0.2 MI E of Fayette (Lat: 33.682967, Lng: -87.811867), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River Relief, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.645, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,339,000, Roadway Improvement Cost: $234,000, Total Project Cost: $2,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1095, Location: 0.3 MI E of Fayette (Lat: 33.682633, Lng: -87.808400), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River Relief, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,339,000, Roadway Improvement Cost: $234,000, Total Project Cost: $2,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1095, Location: 0.3 MI E of Fayette (Lat: 33.682633, Lng: -87.808400), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River Relief, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,339,000, Roadway Improvement Cost: $234,000, Total Project Cost: $2,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10951, Location: 0.5 MI E of Fayette (Lat: 33.682167, Lng: -87.805267), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 19.31m (63.35ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 19.90m (65.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $6,413,000, Roadway Improvement Cost: $641,000, Total Project Cost: $7,054,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10951, Location: 0.5 MI E of Fayette (Lat: 33.682167, Lng: -87.805267), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 19.31m (63.35ft), Average Daily Traffic: 2,953 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,466 (year 2041), Design Load: HS 20, Features Intersected: Sipsey River, Facility Carried by Structure: AL-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 19.90m (65.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $6,413,000, Roadway Improvement Cost: $641,000, Total Project Cost: $7,054,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13736, Location: FAYETTE (Lat: 33.686864, Lng: -87.845689), Route carried "on" structure: State highway 96, Year Built: 1929, Year Reconstructed: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 4,161 (year 2041), Design Load: H 15, Features Intersected: NS RailRoad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,147,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13736, Location: FAYETTE (Lat: 33.686864, Lng: -87.845689), Route carried "on" structure: State highway 96, Year Built: 1929, Year Reconstructed: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,410 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 4,161 (year 2041), Design Load: H 15, Features Intersected: NS RailRoad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,147,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15978, Location: 3.2 MI W of Fayette (Lat: 33.721133, Lng: -87.874608), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,312 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2040), Design Load: HS 20, Features Intersected: Luxapallilia Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.519, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $629,000 ( Estimate for 2022)
Structure Number: 15978, Location: 3.2 MI W of Fayette (Lat: 33.721133, Lng: -87.874608), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,312 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2040), Design Load: HS 20, Features Intersected: Luxapallilia Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.519, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $629,000 ( Estimate for 2022)
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Structure Number: 15979, Location: 3.2 MI W of Fayette (Lat: 33.720803, Lng: -87.873483), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,312 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2040), Design Load: HS 20, Features Intersected: Luxapallilia Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.627, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $81,000, Total Project Cost: $893,000 ( Estimate for 2022)
Structure Number: 15979, Location: 3.2 MI W of Fayette (Lat: 33.720803, Lng: -87.873483), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,312 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2040), Design Load: HS 20, Features Intersected: Luxapallilia Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.627, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $81,000, Total Project Cost: $893,000 ( Estimate for 2022)
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Structure Number: 1598, Location: 3.0 MI W of Fayette (Lat: 33.719972, Lng: -87.870675), Route carried "on" structure: State highway 18, Year Built: 1993, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,312 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: HS 20, Features Intersected: Luxapallilia Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.899, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,278,000, Roadway Improvement Cost: $328,000, Total Project Cost: $3,606,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1598, Location: 3.0 MI W of Fayette (Lat: 33.719972, Lng: -87.870675), Route carried "on" structure: State highway 18, Year Built: 1993, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,312 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2041), Design Load: HS 20, Features Intersected: Luxapallilia Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.899, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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 desirable criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,278,000, Roadway Improvement Cost: $328,000, Total Project Cost: $3,606,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15981, Location: 2.8 MI W of Fayette (Lat: 33.719108, Lng: -87.867839), Route carried "on" structure: State highway 18, Year Built: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,312 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2040), Design Load: HS 20, Features Intersected: Luxapallilia Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.177, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,901,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,091,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15981, Location: 2.8 MI W of Fayette (Lat: 33.719108, Lng: -87.867839), Route carried "on" structure: State highway 18, Year Built: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,312 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,648 (year 2040), Design Load: HS 20, Features Intersected: Luxapallilia Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.177, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,901,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,091,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17715, Location: Lawrence Mill (Lat: 33.754250, Lng: -87.792400), Route carried "on" structure: State highway 129, Year Built: 2001, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 400 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 532 (year 2041), Design Load: HS 20, Features Intersected: Musgrove Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $911,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,002,000 ( Estimate for 2022)
Structure Number: 17715, Location: Lawrence Mill (Lat: 33.754250, Lng: -87.792400), Route carried "on" structure: State highway 129, Year Built: 2001, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 400 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 532 (year 2041), Design Load: HS 20, Features Intersected: Musgrove Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $911,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,002,000 ( Estimate for 2022)
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Structure Number: 18033, Location: .8 MI E OF CO RD 53 (Lat: 33.742819, Lng: -87.740225), Route carried "on" structure: County highway 352, Year Built: 1985, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2000), Average Future Daily Traffic: 50 (year 2034), Features Intersected: HARRIS CREEK, Facility Carried by Structure: FORDS VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $17,000, Total Project Cost: $188,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18033, Location: .8 MI E OF CO RD 53 (Lat: 33.742819, Lng: -87.740225), Route carried "on" structure: County highway 352, Year Built: 1985, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2000), Average Future Daily Traffic: 50 (year 2034), Features Intersected: HARRIS CREEK, Facility Carried by Structure: FORDS VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $17,000, Total Project Cost: $188,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18034, Location: 7 MILES NW FAYETTE (Lat: 33.785781, Lng: -87.915933), Route carried "on" structure: County highway 87, Year Built: 1983, Status: Closed, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2001), Average Future Daily Traffic: 20 (year 2033), Features Intersected: HELLS CREEK, Facility Carried by Structure: HELLS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Deck Geometry: Equal to present minimum criteria, 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: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2017, Other Special Inspection Date: April 2018, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $208,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18034, Location: 7 MILES NW FAYETTE (Lat: 33.785781, Lng: -87.915933), Route carried "on" structure: County highway 87, Year Built: 1983, Status: Closed, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2001), Average Future Daily Traffic: 20 (year 2033), Features Intersected: HELLS CREEK, Facility Carried by Structure: HELLS CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Deck Geometry: Equal to present minimum criteria, 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: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2017, Other Special Inspection Date: April 2018, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $208,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18035, Location: 7 MILES NW FAYETTE (Lat: 33.785819, Lng: -87.916378), Route carried "on" structure: County highway 87A, Year Built: 1983, Status: Closed, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 40 (year 2034), Features Intersected: HELLS CREEK RELIEF, Facility Carried by Structure: HELLS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: Equal to present minimum criteria, 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $17,000, Total Project Cost: $188,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18035, Location: 7 MILES NW FAYETTE (Lat: 33.785819, Lng: -87.916378), Route carried "on" structure: County highway 87A, Year Built: 1983, Status: Closed, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 40 (year 2034), Features Intersected: HELLS CREEK RELIEF, Facility Carried by Structure: HELLS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: Equal to present minimum criteria, 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2020, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $17,000, Total Project Cost: $188,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18037, Location: 4 MILES NORTH OF CONCORD (Lat: 33.603286, Lng: -87.745075), Route carried "on" structure: County highway 89, Year Built: 1963, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 100 (year 2001), Average Future Daily Traffic: 150 (year 2034), Design Load: HS 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,077,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18037, Location: 4 MILES NORTH OF CONCORD (Lat: 33.603286, Lng: -87.745075), Route carried "on" structure: County highway 89, Year Built: 1963, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 100 (year 2001), Average Future Daily Traffic: 150 (year 2034), Design Load: HS 20, Features Intersected: DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,077,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18041, Location: 3 MILES EAST CONCORD (Lat: 33.545761, Lng: -87.667103), Route carried "on" structure: County highway 307, Year Built: 1996, Status: Closed, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2001), Average Future Daily Traffic: 50 (year 2034), Features Intersected: BOONE CREEK, Facility Carried by Structure: LOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 9.4m (30.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $158,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18041, Location: 3 MILES EAST CONCORD (Lat: 33.545761, Lng: -87.667103), Route carried "on" structure: County highway 307, Year Built: 1996, Status: Closed, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2001), Average Future Daily Traffic: 50 (year 2034), Features Intersected: BOONE CREEK, Facility Carried by Structure: LOGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 9.4m (30.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $14,000, Total Project Cost: $158,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18046, Location: 6 MILES NORTH OF BERRY (Lat: 33.753439, Lng: -87.631686), Route carried "on" structure: County highway 423, Year Built: 1985, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2001), Average Future Daily Traffic: 50 (year 2033), Features Intersected: BEAVER CREEK, Facility Carried by Structure: DEAVERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2022, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18046, Location: 6 MILES NORTH OF BERRY (Lat: 33.753439, Lng: -87.631686), Route carried "on" structure: County highway 423, Year Built: 1985, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2001), Average Future Daily Traffic: 50 (year 2033), Features Intersected: BEAVER CREEK, Facility Carried by Structure: DEAVERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 19.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2022, Other Special Inspection Date: March 2022, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18047, Location: 4 MI SOUTH OF HUBBERTVILL (Lat: 33.779011, Lng: -87.725519), Route carried "on" structure: County highway 360, Year Built: 1984, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 40 (year 2033), Features Intersected: WHITLEYS CREEK, Facility Carried by Structure: PENDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18047, Location: 4 MI SOUTH OF HUBBERTVILL (Lat: 33.779011, Lng: -87.725519), Route carried "on" structure: County highway 360, Year Built: 1984, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 40 (year 2033), Features Intersected: WHITLEYS CREEK, Facility Carried by Structure: PENDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $142,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1805, Location: 11 MI SW OF FAYETTE (Lat: 33.526044, Lng: -87.934911), Route carried "on" structure: County highway 2, Year Built: 1986, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 50 (year 2033), Features Intersected: LITTLE COAL FIRE CREEK, Facility Carried by Structure: WESLEY CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $204,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1805, Location: 11 MI SW OF FAYETTE (Lat: 33.526044, Lng: -87.934911), Route carried "on" structure: County highway 2, Year Built: 1986, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 50 (year 2033), Features Intersected: LITTLE COAL FIRE CREEK, Facility Carried by Structure: WESLEY CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $204,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18053, Location: 5 MI SOUTH OF BELK (Lat: 33.566186, Lng: -87.926886), Route carried "on" structure: County highway 10, Year Built: 1998, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 50 (year 2033), Features Intersected: COAL FIRE CREEK, Facility Carried by Structure: WESLEY CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 10.4m (34.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 7.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $167,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18053, Location: 5 MI SOUTH OF BELK (Lat: 33.566186, Lng: -87.926886), Route carried "on" structure: County highway 10, Year Built: 1998, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 50 (year 2033), Features Intersected: COAL FIRE CREEK, Facility Carried by Structure: WESLEY CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 10.4m (34.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 7.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $167,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18424, Location: 1.0 MILE WEST OF ALA 107 (Lat: 33.719975, Lng: -87.883917), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 40 (year 2034), Design Load: HS 20, Features Intersected: BAMA OIL BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $226,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18424, Location: 1.0 MILE WEST OF ALA 107 (Lat: 33.719975, Lng: -87.883917), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 40 (year 2034), Design Load: HS 20, Features Intersected: BAMA OIL BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $226,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18425, Location: 2 MILES S STUDDARD X ROAD (Lat: 33.765433, Lng: -87.608797), Route carried "on" structure: County highway 423, Year Built: 1980, Status: Posted for load, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 40 (year 2034), Design Load: HS 20, Features Intersected: LOWERY BRANCH, Facility Carried by Structure: DEAVOURS HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $12,000, Total Project Cost: $131,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18425, Location: 2 MILES S STUDDARD X ROAD (Lat: 33.765433, Lng: -87.608797), Route carried "on" structure: County highway 423, Year Built: 1980, Status: Posted for load, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 40 (year 2034), Design Load: HS 20, Features Intersected: LOWERY BRANCH, Facility Carried by Structure: DEAVOURS HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $12,000, Total Project Cost: $131,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18426, Location: 1.5 M NE OF HUBBERTVILLE (Lat: 33.846278, Lng: -87.724139), Route carried "on" structure: County highway 95, Year Built: 1940, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 20 (year 2002), Average Future Daily Traffic: 50 (year 2030), Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18426, Location: 1.5 M NE OF HUBBERTVILLE (Lat: 33.846278, Lng: -87.724139), Route carried "on" structure: County highway 95, Year Built: 1940, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 20 (year 2002), Average Future Daily Traffic: 50 (year 2030), Features Intersected: SIPSEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $44,000, Total Project Cost: $482,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18559, Location: 0.25 S PLEASANT GROVE CH (Lat: 33.846522, Lng: -87.589747), Route carried "on" structure: County highway 63, Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 154 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: BOXES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $493,000, Roadway Improvement Cost: $49,000, Total Project Cost: $542,000 ( Estimate for 2022)
Structure Number: 18559, Location: 0.25 S PLEASANT GROVE CH (Lat: 33.846522, Lng: -87.589747), Route carried "on" structure: County highway 63, Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 154 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20, Features Intersected: BOXES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $493,000, Roadway Improvement Cost: $49,000, Total Project Cost: $542,000 ( Estimate for 2022)