Bridge Statistics for Guin, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 366,  Location: 0.8 MI E JCT SR 118 (Lat: 33.962000,  Lng: -87.930167),  Route carried "on" structure: State highway 142,  Year Built: 1926,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 380 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 450 (year 2041),  Design Load: H 15,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.286,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,158,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,274,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2051,  Location: 0.8 MI W Marion Co Line (Lat: 33.954467,  Lng: -87.965633),  Route carried "on" structure: US 278,  Year Built: 1939,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,320 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,055 (year 2038),  Design Load: H 15,  Features Intersected: Branch,  Facility Carried by Structure: AL-118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.258,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $405,000 ( Estimate for 2022)

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Structure Number: 3458,  Location: 0.5 MI E JCT SR 253 (Lat: 34.010281,  Lng: -87.843778),  Route carried "on" structure: State highway 44,  Year Built: 1949,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,103 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,974 (year 2033),  Design Load: H 15,  Features Intersected: Branch
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $744,000 ( Estimate for 2022)

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Structure Number: 3494,  Location: 0.2 MI N JCT SR 107 (Lat: 33.962625,  Lng: -87.914639),  Route carried "on" structure: US 118,  Year Built: 1949,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,720 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,120 (year 2033),  Design Load: H 15,  Features Intersected: Hell Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.395,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $630,000 ( Estimate for 2022)

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Structure Number: 4494,  Location: 5 MILES NORTH OF GUIN (Lat: 34.032500,  Lng: -87.905694),  Route carried "on" structure: County highway 45,  Year Built: 1900,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 230 (year 2001),  Truck Traffic: 15%,  Average Future Daily Traffic: 450 (year 2035),  Design Load: H 15,  Features Intersected: Flurry Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $239,000 ( Estimate for 2022)

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Structure Number: 6429,  Location: 2 MILES WEST OF GUIN (Lat: 33.967278,  Lng: -87.937056),  Route carried "on" structure: County highway 16,  Year Built: 1900,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 340 (year 2001),  Truck Traffic: 50%,  Average Future Daily Traffic: 686 (year 2035),  Design Load: H 20,  Features Intersected: Beaver Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.27m (10.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $529,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $582,000 ( Estimate for 2022)

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Structure Number: 7771,  Location: 5 MILES NE OF GUIN (Lat: 34.002417,  Lng: -87.852056),  Route carried "on" structure: County highway 83,  Year Built: 1962,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 80 (year 2001),  Average Future Daily Traffic: 157 (year 2035),  Design Load: H 15,  Features Intersected: Luxapallila Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $328,000 ( Estimate for 2022)

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Structure Number: 7886,  Location: 2.7 MI. N. CO. RD. 36 (Lat: 33.883056,  Lng: -87.955556),  Route carried "on" structure: County highway 61,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 60 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 89 (year 2036),  Design Load: H 15,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: MT GAP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $358,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7889,  Location: 2.8 MI N CO RD 36 (Lat: 33.883100,  Lng: -87.955600),  Route carried "on" structure: County highway 61,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 60 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 89 (year 2036),  Design Load: HS 20,  Features Intersected: YELLOW CREEK RELIEF,  Facility Carried by Structure: MT GAP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $367,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8068,  Location: 0.3 MI W JCT SR 107 (Lat: 33.954750,  Lng: -87.936083),  Route carried "on" structure: US 118,  Year Built: 1963,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 2,250 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,097 (year 2033),  Design Load: HS 20,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $946,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,041,000 ( Estimate for 2022)

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Structure Number: 8489,  Location: 2 MILES NW OF GUIN (Lat: 33.991167,  Lng: -87.930833),  Route carried "on" structure: County highway 45,  Year Built: 1900,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 305 (year 2001),  Truck Traffic: 25%,  Average Future Daily Traffic: 598 (year 2035),  Design Load: H 15,  Features Intersected: Beaver Creek,  Facility Carried by Structure: Frye Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Fair,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $462,000 ( Estimate for 2022)

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Structure Number: 8494,  Location: 2 MILES NW OF GUIN (Lat: 33.991583,  Lng: -87.932194),  Route carried "on" structure: County highway 45,  Year Built: 1919,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 305 (year 2001),  Truck Traffic: 25%,  Average Future Daily Traffic: 686 (year 2035),  Design Load: H 15,  Features Intersected: Beaver Creek Relief,  Facility Carried by Structure: Frye Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $201,000 ( Estimate for 2022)

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Structure Number: 8691,  Location: 3.5 MI NW OF WAYSIDE (Lat: 33.904756,  Lng: -87.944869),  Route carried "on" structure: County highway 40000,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 45 (year 1996),  Average Future Daily Traffic: 60 (year 2034),  Features Intersected: KIRK BRANCH,  Facility Carried by Structure: REED RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 12.8m (42.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 7.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.95m (6.40ft),  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: $174,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $191,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 8871,  Location: 1 MI E JCT AL-44 (Lat: 33.966611,  Lng: -87.892778),  Route carried "on" structure: US 118,  Year Built: 1965,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,686 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,446 (year 2033),  Design Load: H 20,  Features Intersected: Purgatory Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.708,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,031,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,134,000 ( Estimate for 2022)

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Structure Number: 9299,  Location: .5 MI N US 278 (Lat: 33.962250,  Lng: -87.920278),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 200 (year 2001),  Truck Traffic: 20%,  Average Future Daily Traffic: 392 (year 2035),  Design Load: H 15,  Features Intersected: Purgatory Creek,  Facility Carried by Structure: Sawmill Road
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $563,000 ( Estimate for 2022)

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Structure Number: 10828,  Location: 0.3 MILES SOUTH JCT 45 (Lat: 34.021933,  Lng: -87.908042),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 50 (year 2001),  Average Future Daily Traffic: 79 (year 2035),  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: PAVED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $264,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15364,  Location: 0.2 MILES SOUTH OF CO 45 (Lat: 34.032583,  Lng: -87.899583),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 30 (year 2001),  Average Future Daily Traffic: 59 (year 2035),  Design Load: HS 20,  Features Intersected: Beaver Creek,  Facility Carried by Structure: County Road 463
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $292,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $321,000 ( Estimate for 2022)

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Structure Number: 15718,  Location: 3.9MI E US-43 (Lat: 34.046614,  Lng: -87.916464),  Route carried "on" structure: County highway 4,  Year Built: 1991,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: CR- 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.730,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.32m (33.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,122,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,334,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15725,  Location: 4.9 MI E US-43 (Lat: 34.043986,  Lng: -87.897181),  Route carried "on" structure: County highway 4,  Year Built: 1992,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.699,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.16m (33.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,090,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $2,299,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1606,  Location: 1.1 MI W CO RD 45 (Lat: 34.045806,  Lng: -87.907889),  Route carried "on" structure: Interstate 22,  Year Built: 1992,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,830 (year 2016),  Truck Traffic: 34%,  Average Future Daily Traffic: 13,711 (year 2038),  Design Load: HS 20,  Features Intersected: Flurry Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.440,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,686,000,  Roadway Improvement Cost: $369,000,  Total Project Cost: $4,055,000 ( Estimate for 2022)

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Structure Number: 16069,  Location: 5.6 MI East of US-43 (Lat: 34.041244,  Lng: -87.888814),  Route carried "on" structure: Interstate 22,  Year Built: 1991,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 5,060 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 6,855 (year 2040),  Design Load: HS 20,  Features Intersected: CR-45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.210,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.46m (47.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,164,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $4,580,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1607,  Location: 5.6 Miles E of US-43 (Lat: 34.041400,  Lng: -87.888500),  Route carried "on" structure: Ramp Interstate 4,  Year Built: 1991,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,012 (year 2016),  Truck Traffic: 34%,  Average Future Daily Traffic: 1,371 (year 2038),  Design Load: HS 20,  Features Intersected: Off-Ramp WB Lanes,  Facility Carried by Structure: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.210,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,666,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $1,833,000 ( Estimate for 2022)

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Structure Number: 16071,  Location: 5.6 Miles E of US-43 (Lat: 34.040250,  Lng: -87.888917),  Route carried "on" structure: Ramp Interstate 22,  Year Built: 1991,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,012 (year 2016),  Truck Traffic: 34%,  Average Future Daily Traffic: 1,371 (year 2040),  Design Load: HS 20,  Features Intersected: On-Ramp EB Lanes
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.210,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,331,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $3,664,000 ( Estimate for 2022)

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Structure Number: 16074,  Location: 2.3 MI W AL-44 (Lat: 34.030917,  Lng: -87.868083),  Route carried "on" structure: County highway 4,  Year Built: 1994,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 75 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 175 (year 2040),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: CR-50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.699,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 13.10m (42.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,694,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $2,963,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16075,  Location: 7.4 Miles E of US-43 (Lat: 34.027361,  Lng: -87.858361),  Route carried "on" structure: Interstate 22,  Year Built: 1991,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,830 (year 2016),  Truck Traffic: 32%,  Average Future Daily Traffic: 14,117 (year 2040),  Design Load: HS 20,  Features Intersected: Cooper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.107,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,985,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $2,184,000 ( Estimate for 2022)

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Structure Number: 16076,  Location: 7.51 Miles E of US-43 (Lat: 34.026667,  Lng: -87.857028),  Route carried "on" structure: Interstate 22,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,830 (year 2016),  Truck Traffic: 32%,  Average Future Daily Traffic: 14,117 (year 2040),  Design Load: HS 20,  Features Intersected: Trib. of Cooper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.429,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,774,000,  Roadway Improvement Cost: $277,000,  Total Project Cost: $3,051,000 ( Estimate for 2022)

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Structure Number: 16078,  Location: 8.87 Miles E of US-43 (Lat: 34.014867,  Lng: -87.837900),  Route carried "on" structure: Interstate 22,  Year Built: 1992,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 10,830 (year 2016),  Truck Traffic: 32%,  Average Future Daily Traffic: 14,117 (year 2040),  Design Load: HS 20,  Features Intersected: Luxapallilia Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.835,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,810,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $3,091,000 ( Estimate for 2022)

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Structure Number: 16082,  Location: 5.6 Miles East of US-43 (Lat: 34.041278,  Lng: -87.888889),  Route carried "on" structure: Interstate 22,  Year Built: 1991,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 5,060 (year 2018),  Truck Traffic: 34%,  Average Future Daily Traffic: 6,855 (year 2040),  Design Load: HS 20,  Features Intersected: CR-45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.210,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.46m (47.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,164,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $4,580,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1693,  Location: 0.1MI N JCT AL-118 (Lat: 33.966139,  Lng: -87.921556),  Route carried "on" structure: State highway 142,  Year Built: 1997,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 380 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 450 (year 2041),  Design Load: HS 20,  Features Intersected: Wicket Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $763,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $839,000 ( Estimate for 2022)

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Structure Number: 18446,  Location: 9.3 MI East of US-43 (Lat: 34.012167,  Lng: -87.834333),  Route carried "on" structure: Interstate 22,  Year Built: 1994,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 12,325 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20,  Features Intersected: AL-44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.218,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,213,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $2,434,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19071,  Location: W Side AL-171 on ROW (Lat: 34.000750,  Lng: -87.931864),  Route carried "on" structure: County highway 45,  Year Built: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 650 (year 2038),  Design Load: HS 20,  Features Intersected: McKay Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $348,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15718,  Location: 3.9MI E US-43 (Lat: 34.046614,  Lng: -87.916464),  Route carried "under" structure: Interstate 22,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 10,120 (year 2018),  Truck Traffic: 34%,  Features Intersected: I-22,  Facility Carried by Structure: CR- 37
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 33.547,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 15725,  Location: 4.9 MI E US-43 (Lat: 34.043986,  Lng: -87.897181),  Route carried "under" structure: Interstate 22,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 10,120 (year 2018),  Truck Traffic: 34%,  Features Intersected: I-22,  Facility Carried by Structure: CR-74
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 35.404,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 16069,  Location: 5.6 MI East of US-43 (Lat: 34.041244,  Lng: -87.888814),  Route carried "under" structure: County highway 45,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2018),  Features Intersected: CR-45,  Facility Carried by Structure: I-22
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 10.461,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 16074,  Location: 2.3 MI W AL-44 (Lat: 34.030917,  Lng: -87.868083),  Route carried "under" structure: Interstate 22,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 10,420 (year 2018),  Truck Traffic: 32%,  Features Intersected: I-22,  Facility Carried by Structure: CR-50
Minimum Vertical Clearance: 7.70m (25.26ft),  Kilometerpoint: 38.449,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 16082,  Location: 5.6 Miles East of US-43 (Lat: 34.041278,  Lng: -87.888889),  Route carried "under" structure: County highway 45,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 2018),  Features Intersected: CR-45,  Facility Carried by Structure: I-22
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 10.461,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 18446,  Location: 9.3 MI East of US-43 (Lat: 34.012167,  Lng: -87.834333),  Route carried "under" structure: State highway 44,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 720 (year 2018),  Truck Traffic: 12%,  Features Intersected: AL-44,  Facility Carried by Structure: I-22
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 9.497,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)