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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 in Fayette, AL - historical statistics
  • New bridges - historical statistics
  • 51920-1929
  • 21930-1939
  • 21940-1949
  • 111950-1959
  • 31960-1969
  • 41970-1979
  • 71980-1989
  • 71990-1999
  • 42000-2009
Reconstructed bridges in Fayette, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 41960-1969
  • 01970-1979
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Fayette, AL
Average Bridge Truck Traffic in Fayette, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.7%Very good
  • 33.3%Good
  • 36.7%Satisfactory
  • 23.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.0%Very good
  • 16.7%Good
  • 53.3%Satisfactory
  • 20.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Very good
  • 43.3%Good
  • 30.0%Satisfactory
  • 16.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.3%Very good
  • 48.8%Good
  • 37.2%Satisfactory
  • 11.6%Fair
Bridge Condition - Culverts
  • 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
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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
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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)
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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
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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
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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
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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
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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
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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)
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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)
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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)
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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)
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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)
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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
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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)
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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)
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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
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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
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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
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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
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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
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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)
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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)
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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
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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
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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)
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)
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