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

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Structure Number: 13418,  Location: N CITY LIMIT GADSDEN (Lat: 34.053294,  Lng: -86.004250),  Route carried "on" structure: County highway 300,  Year Built: 1984,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 400 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 956 (year 2035),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: DELMONT DR.
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $963,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,059,000 ( Estimate for 2022)

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Structure Number: 13519,  Location: I-759-EAST SIDE DR (Lat: 33.991583,  Lng: -86.025139),  Route carried "on" structure: Alternate County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 9.09m (29.82ft),  Average Daily Traffic: 308 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 432 (year 2039),  Design Load: HS 20,  Features Intersected: I-759,  Facility Carried by Structure: EAST SIDE DR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.05m (32.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,171,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $3,488,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1352,  Location: I 759 * BLACK CK (Lat: 33.991861,  Lng: -86.015500),  Route carried "on" structure: Spur Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 20,970 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,358 (year 2039),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.855,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.34m (43.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $3,934,000,  Roadway Improvement Cost: $393,000,  Total Project Cost: $4,327,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13521,  Location: I 759 * BLACK CREEK (Lat: 33.991583,  Lng: -86.015778),  Route carried "on" structure: Spur Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 13,236 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,531 (year 2039),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.855,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.34m (43.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $3,934,000,  Roadway Improvement Cost: $393,000,  Total Project Cost: $4,327,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13522,  Location: I-759-US-411 (Lat: 33.993056,  Lng: -86.004083),  Route carried "on" structure: Spur Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 10,485 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,679 (year 2039),  Design Load: HS 20,  Features Intersected: US-411
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.220,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.66m (34.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,948,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $4,343,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13523,  Location: I-759-US-411 (Lat: 33.992583,  Lng: -86.004389),  Route carried "on" structure: Spur Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 26,472 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,061 (year 2039),  Design Load: HS 20,  Features Intersected: US-411
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.220,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.66m (34.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,948,000,  Roadway Improvement Cost: $395,000,  Total Project Cost: $4,343,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13524,  Location: I 759 * BIG WILLS CK (Lat: 33.990500,  Lng: -86.005028),  Route carried "on" structure: Ramp Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 1,502 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,103 (year 2039),  Design Load: HS 20,  Features Intersected: BIG WILLS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.220,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.76m (28.74ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $1,622,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,784,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13525,  Location: I 759 * COOSA RIVER (Lat: 33.993567,  Lng: -86.000739),  Route carried "on" structure: Alternate Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 39.87m (130.81ft),  Average Daily Traffic: 13,236 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,530 (year 2039),  Design Load: HS 20,  Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.543,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 64.0m (210.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.87m (130.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $13,943,000,  Roadway Improvement Cost: $1,394,000,  Total Project Cost: $15,337,000 ( Estimate for 2022),  Deck Structure Type: Open Grating

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Structure Number: 13526,  Location: I 759 * RIVER ROAD (Lat: 33.993256,  Lng: -86.001525),  Route carried "on" structure: Alternate Interstate 759,  Year Built: 1985,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 7,182 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,055 (year 2039),  Design Load: HS 20,  Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.543,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,637,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,801,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13828,  Location: U S 411 * BIG WILLS CK (Lat: 33.986667,  Lng: -86.005000),  Route carried "on" structure: US 411,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 17,116 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,963 (year 2039),  Design Load: HS 20,  Features Intersected: BIG WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 347.940,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: 8.55m (28.05ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $3,693,000,  Roadway Improvement Cost: $369,000,  Total Project Cost: $4,062,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17049,  Location: AL 211 BLACK CREEK (Lat: 34.041667,  Lng: -86.020000),  Route carried "on" structure: State highway 211,  Year Built: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 12,802 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,923 (year 2039),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.766,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,444,000 ( Estimate for 2022)

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Structure Number: 17185,  Location: 0.354 KM WEST OF US 431 (Lat: 33.972222,  Lng: -85.955556),  Route carried "on" structure: Bypass County highway 175,  Year Built: 1974,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,000 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,900 (year 2034),  Design Load: H 15,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: COLLEGE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.352,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 13 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: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,653,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,818,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18214,  Location: I-759+COOSA RIVER (Lat: 33.993417,  Lng: -86.002028),  Route carried "on" structure: Alternate Interstate 759,  Year Built: 2003,  Status: Open,  Structure Length: 39.87m (130.81ft),  Average Daily Traffic: 12,958 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,141 (year 2038),  Design Load: HS 20,  Features Intersected: COOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.543,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 64.0m (210.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.87m (130.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $15,856,000,  Roadway Improvement Cost: $1,586,000,  Total Project Cost: $17,442,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20099,  Location: CHESTNUT ST * BLACK CK (Lat: 34.025000,  Lng: -86.042200),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,880 (year 2020),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.120,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,145,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,260,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2054,  Location: @ Emma Sampson School (Lat: 34.024675,  Lng: -86.032403),  Route carried "on" structure: US 431,  Year Built: 2017,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 22,092 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,929 (year 2040),  Design Load: HS 20,  Features Intersected: Black Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.837,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,316,000,  Roadway Improvement Cost: $232,000,  Total Project Cost: $2,548,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20541,  Location: @ Emma Sampson School (Lat: 34.024600,  Lng: -86.032200),  Route carried "on" structure: US 431,  Year Built: 2017,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 16,354 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,895 (year 2038),  Design Load: HS 20,  Features Intersected: Black Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.837,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,291,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $2,520,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20553,  Location: AIRPORT ROAD (Lat: 33.980000,  Lng: -86.078333),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: HS 20,  Features Intersected: U T TO BIG WILLS CREEK,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Toll: Toll bridge is a segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $709,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $780,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20735,  Location: Gadsden (Lat: 33.999328,  Lng: -86.024322),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 4.88m (16.01ft),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: S 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.89m (19.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,575,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $1,733,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20797,  Location: Tuscaloosa Ave/Blk Crk (Lat: 34.028333,  Lng: -86.018333),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 2.59m (8.50ft),  Truck Traffic: 1%,  Design Load: HS 20,  Features Intersected: Black Creek,  Facility Carried by Structure: Tuscaloosa Avenue
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 2.749,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.49m (11.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $718,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $790,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20984,  Location: Hickory Street @ Black Ck (Lat: 34.008333,  Lng: -86.030000),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,500 (year 2020),  Average Future Daily Traffic: 2,717 (year 2040),  Design Load: HS 20,  Features Intersected: Black Creek,  Facility Carried by Structure: Hickory Street
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 1.849,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 36.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $560,000 ( Estimate for 2022),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4754,  Location: US 431 * US 411 (Lat: 34.013142,  Lng: -85.996158),  Route carried "under" structure: US 411,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 20,050 (year 2019),  Truck Traffic: 6%,  Features Intersected: COOSA RV * US 411,  Facility Carried by Structure: US 431
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 350.676,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 5068,  Location: .1 MI.SO.COOSA RIVER (Lat: 34.011728,  Lng: -85.992903),  Route carried "under" structure: US 431,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 14,420 (year 2019),  Truck Traffic: 10%,  Features Intersected: LAKE STREET
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: Toll bridge is a segment,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 7765,  Location: AL 77 * I 59 (Lat: 33.997081,  Lng: -86.086772),  Route carried "under" structure: Interstate 59,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 32,563 (year 2020),  Truck Traffic: 30%,  Features Intersected: I 59,  Facility Carried by Structure: AL 77
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 291.776,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 8901,  Location: AL 211 * I59 (Lat: 34.072989,  Lng: -86.025831),  Route carried "under" structure: Interstate 59,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 16,282 (year 2020),  Truck Traffic: 30%,  Features Intersected: I59,  Facility Carried by Structure: AL 211
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 302.689,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 10073,  Location: AL 77 * I 59 (Lat: 33.996897,  Lng: -86.086825),  Route carried "under" structure: Interstate 59,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 32,563 (year 2020),  Truck Traffic: 30%,  Features Intersected: I 59,  Facility Carried by Structure: AL 77
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 291.776,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10434,  Location: 700' FROM U.S. 431 (Lat: 33.966667,  Lng: -86.983333),  Route carried "under" structure: State highway 291,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 20,419 (year 2019),  Truck Traffic: 3%,  Features Intersected: AL 291,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.127,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 10566,  Location: L*N RR *U.S. 411 (Lat: 34.011747,  Lng: -85.997836),  Route carried "under" structure: Other road 411,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 32,746 (year 2019),  Truck Traffic: 7%,  Features Intersected: US 411,  Facility Carried by Structure: L&N RR
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 217.590,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 13159,  Location: I 759 * I 59 INTR (Lat: 34.006039,  Lng: -86.081742),  Route carried "under" structure: Interstate 59,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 26,726 (year 2019),  Truck Traffic: 24%,  Features Intersected: I 59 SBL
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 292.994,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1316,  Location: RAMP B OVER I59 (Lat: 34.007656,  Lng: -86.077528),  Route carried "under" structure: Interstate 59,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 28,610 (year 2019),  Truck Traffic: 25%,  Features Intersected: I 59 NBL *
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 293.123,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 13162,  Location: I 759 * I59 INTR (Lat: 34.005658,  Lng: -86.079078),  Route carried "under" structure: Interstate 59,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 22,834 (year 2019),  Truck Traffic: 24%,  Features Intersected: I 59 NBL
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 292.996,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 13163,  Location: I 759 * BROOK AVE (Lat: 34.004417,  Lng: -86.069167),  Route carried "under" structure: Spur City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,950 (year 2019),  Truck Traffic: 6%,  Features Intersected: BROOK AVE * BIG WILLS CK,  Facility Carried by Structure: I 759
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 13164,  Location: I 759 * BROOK AVE (Lat: 34.004472,  Lng: -86.071361),  Route carried "under" structure: Spur City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,951 (year 2019),  Truck Traffic: 6%,  Features Intersected: BROOK AV,  Facility Carried by Structure: I 759
Minimum Vertical Clearance: 7.72m (25.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 13167,  Location: I 759 * BLK CK PKWAY (Lat: 33.992056,  Lng: -86.037556),  Route carried "under" structure: Alternate County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2019),  Truck Traffic: 6%,  Features Intersected: BLACK CK PARKWAY,  Facility Carried by Structure: I 759
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 13168,  Location: I 759 * BLK CK PKWAY (Lat: 33.991778,  Lng: -86.038139),  Route carried "under" structure: Alternate County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 14,629 (year 2019),  Truck Traffic: 2%,  Features Intersected: BLACK CREEK PARKWAY,  Facility Carried by Structure: I 759
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 13519,  Location: I-759-EAST SIDE DR (Lat: 33.991583,  Lng: -86.025139),  Route carried "under" structure: Spur Interstate 759,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 26,472 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-759,  Facility Carried by Structure: EAST SIDE DR
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 5.354,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 13522,  Location: I-759-US-411 (Lat: 33.993056,  Lng: -86.004083),  Route carried "under" structure: US 411,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 30,171 (year 2019),  Truck Traffic: 3%,  Features Intersected: US-411,  Facility Carried by Structure: I-759
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 348.322,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 13523,  Location: I-759-US-411 (Lat: 33.992583,  Lng: -86.004389),  Route carried "under" structure: US 411,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 34,232 (year 2019),  Truck Traffic: 4%,  Features Intersected: US-411,  Facility Carried by Structure: I-759
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 348.322,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 15967,  Location: 1/4 M EAST OF JCT.278+431 (Lat: 33.990000,  Lng: -85.966667),  Route carried "under" structure: US 278,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 15,273 (year 2019),  Truck Traffic: 6%,  Features Intersected: U.S.278,  Facility Carried by Structure: PEDESTRIAN OVERPAS
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 217.422,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 21487,  Location: _US HWY 431 @ EMMA SAMP (Lat: 34.025000,  Lng: -86.033333),  Route carried "under" structure: US 431,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 22,092 (year 2019),  Truck Traffic: 8%,  Features Intersected: _US HWY 431,  Facility Carried by Structure: _PEDESTRIAN
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 422.984,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 41.0m (134.5ft)