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

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Structure Number: 1317,  Location: JCT FINLEY DR * DRYBRANCH (Lat: 34.610200,  Lng: -86.992800),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 13,834 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 18,834 (year 2030),  Design Load: H 15,  Features Intersected: DRY BRANCH,  Facility Carried by Structure: FINLEY DR NW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $344,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 715,  Location: AT GRANTS MILL (Lat: 33.510900,  Lng: -86.652550),  Route carried "on" structure: County highway 143,  Year Built: 1960,  Status: Posted for load,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 7,105 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,900 (year 2041),  Design Load: H 15,  Features Intersected: CAHABA RIVER,  Facility Carried by Structure: GRANTS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 11.34m (37.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $2,254,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $2,479,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8853,  Location: 1.5 MI N US 78 (Lat: 33.562517,  Lng: -86.651900),  Route carried "on" structure: County highway 100,  Year Built: 1965,  Status: Posted for load,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,582 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,100 (year 2041),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: ALTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,504,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,654,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9737,  Location: 5 TH AVE S. NEAR 28TH ST (Lat: 33.540600,  Lng: -86.695600),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: H 15,  Features Intersected: SHADES CK,  Facility Carried by Structure: 5TH AVENUE SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.698,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $560,000 ( Estimate for 2022)

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Structure Number: 10763,  Location: US 78 * 25TH ST SO. (Lat: 33.558333,  Lng: -86.683333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2040),  Design Load: H 15,  Features Intersected: SHADES CREEK,  Facility Carried by Structure: 25TH ST SO.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $531,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $584,000 ( Estimate for 2022)

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Structure Number: 11252,  Location: 5 TH AV S * COMMERCE BLVD (Lat: 33.544783,  Lng: -86.691822),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: H 15,  Features Intersected: SHADES CK,  Facility Carried by Structure: COMMERCE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $866,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $953,000 ( Estimate for 2022)

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Structure Number: 12098,  Location: .5 MI SO AMBER HILLS RD (Lat: 33.559900,  Lng: -86.639900),  Route carried "on" structure: Interstate 459,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 58,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 74,487 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.803,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,437,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $4,881,000 ( Estimate for 2022)

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Structure Number: 12099,  Location: I459 * AMBER HILLS ROAD (Lat: 33.567564,  Lng: -86.638453),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,600 (year 2041),  Design Load: HS 20,  Features Intersected: I - 459,  Facility Carried by Structure: AMBER HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,698,000,  Roadway Improvement Cost: $270,000,  Total Project Cost: $2,968,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12307,  Location: I-459 * GRANTS MILL RD (Lat: 33.524222,  Lng: -86.664164),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20,  Features Intersected: I-459,  Facility Carried by Structure: GRANTS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.97m (39.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $9,108,000,  Roadway Improvement Cost: $911,000,  Total Project Cost: $10,019,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 125,  Location: I459 * NORFOLK SOUTHERN (Lat: 33.558617,  Lng: -86.640367),  Route carried "on" structure: Interstate 459,  Year Built: 1981,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 29,455 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,243 (year 2041),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.642,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.82m (25.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,111,000,  Roadway Improvement Cost: $311,000,  Total Project Cost: $3,422,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12502,  Location: I20 * SHADES CREEK (Lat: 33.530278,  Lng: -86.705000),  Route carried "on" structure: Interstate 20,  Year Built: 1981,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 55,750 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 67,355 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.337,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,299,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $5,829,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12503,  Location: I20 * KILGORE MEMORIAL DR (Lat: 33.533200,  Lng: -86.698600),  Route carried "on" structure: Spur Interstate 20,  Year Built: 1981,  Status: Open,  Structure Length: 11.57m (37.96ft),  Average Daily Traffic: 23,405 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 28,277 (year 2040),  Design Load: HS 20,  Features Intersected: KILGORE MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.029,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 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: 36.3m (119.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.44m (40.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,971,000,  Roadway Improvement Cost: $597,000,  Total Project Cost: $6,568,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12504,  Location: I20 * KILGORE MEMORIAL DR (Lat: 33.533056,  Lng: -86.698333),  Route carried "on" structure: Interstate 20,  Year Built: 1981,  Status: Open,  Structure Length: 11.11m (36.45ft),  Average Daily Traffic: 23,405 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 28,277 (year 2040),  Design Load: HS 20,  Features Intersected: KILGORE MEMORIAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.029,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 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: 31.7m (104.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.00m (39.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,688,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $5,157,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12505,  Location: OLD LEEDS RD * I20 (Lat: 33.546600,  Lng: -86.659900),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: I - 20,  Facility Carried by Structure: OLD LEEDS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.46m (34.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $6,527,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $7,180,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12538,  Location: US 78 * I459 (Lat: 33.548617,  Lng: -86.643200),  Route carried "on" structure: US 78,  Year Built: 1981,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 4,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,674 (year 2041),  Design Load: HS 20,  Features Intersected: I 459 & I - 20 RAMPS,  Facility Carried by Structure: AL - 4 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.325,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.43m (60.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,561,000,  Roadway Improvement Cost: $556,000,  Total Project Cost: $6,117,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12539,  Location: US 78 * I459 (Lat: 33.548617,  Lng: -86.643200),  Route carried "on" structure: US 78,  Year Built: 1981,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 4,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,674 (year 2041),  Design Load: HS 20,  Features Intersected: I459 / I - 20 RAMPS,  Facility Carried by Structure: AL - 4 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.325,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.43m (60.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,435,000,  Roadway Improvement Cost: $544,000,  Total Project Cost: $5,979,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12677,  Location: KILGORE MEM. DRIVE (Lat: 33.534683,  Lng: -86.699550),  Route carried "on" structure: US 78,  Year Built: 1955,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 10,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,096 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.408,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,133,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $5,646,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12717,  Location: I459 * BELMONT ROAD (Lat: 33.520025,  Lng: -86.672147),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 800 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: I459,  Facility Carried by Structure: BELMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  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,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.60m (41.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,110,000,  Roadway Improvement Cost: $311,000,  Total Project Cost: $3,421,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12914,  Location: I459 * KARL DALY ROAD (Lat: 33.538125,  Lng: -86.645103),  Route carried "on" structure: Interstate 459,  Year Built: 1983,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 37,915 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,940 (year 2040),  Design Load: HS 20,  Features Intersected: KARL DALY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.220,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.31m (23.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,559,000,  Roadway Improvement Cost: $456,000,  Total Project Cost: $5,015,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12915,  Location: I459 * KARL DALY ROAD (Lat: 33.538131,  Lng: -86.644786),  Route carried "on" structure: Interstate 459,  Year Built: 1983,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 37,915 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,940 (year 2040),  Design Load: HS 20,  Features Intersected: KARL DALY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.220,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.31m (23.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,559,000,  Roadway Improvement Cost: $456,000,  Total Project Cost: $5,015,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12916,  Location: I20 AND RATLIFF RD (Lat: 33.548333,  Lng: -86.628056),  Route carried "on" structure: Interstate 20,  Year Built: 1983,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 35,000 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 42,286 (year 2041),  Design Load: HS 20,  Features Intersected: RATLIFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.911,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,245,000,  Roadway Improvement Cost: $525,000,  Total Project Cost: $5,770,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12917,  Location: I20 * RATLIFF RD (Lat: 33.548333,  Lng: -86.629722),  Route carried "on" structure: Interstate 20,  Year Built: 1983,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 35,000 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 42,286 (year 2041),  Design Load: HS 20,  Features Intersected: RATLIFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.911,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,421,000,  Roadway Improvement Cost: $442,000,  Total Project Cost: $4,863,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13157,  Location: I20 I459 INTR (Lat: 33.543644,  Lng: -86.643292),  Route carried "on" structure: Interstate 459,  Year Built: 1984,  Status: Open,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 37,915 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,940 (year 2041),  Design Load: HS 20,  Features Intersected: I20
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 47.001,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.60m (80.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $9,784,000,  Roadway Improvement Cost: $978,000,  Total Project Cost: $10,762,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13158,  Location: I20 I459 INTR (Lat: 33.543269,  Lng: -86.643125),  Route carried "on" structure: Interstate 459,  Year Built: 1984,  Status: Open,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 91,688 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 165,599 (year 2039),  Design Load: HS 20,  Features Intersected: I20
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 47.001,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.84m (81.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $9,879,000,  Roadway Improvement Cost: $988,000,  Total Project Cost: $10,867,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13169,  Location: I459/I20 INTERCHANGE (Lat: 33.544667,  Lng: -86.643889),  Route carried "on" structure: Interstate 20,  Year Built: 1984,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 35,000 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 42,286 (year 2041),  Design Load: HS 20,  Features Intersected: I - 459 RAMPS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 220.493,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.20m (56.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,841,000,  Roadway Improvement Cost: $684,000,  Total Project Cost: $7,525,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1317,  Location: I-20 * I-459 INTR. (Lat: 33.544519,  Lng: -86.643797),  Route carried "on" structure: Interstate 20,  Year Built: 1984,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 35,000 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 42,286 (year 2041),  Design Load: HS 20,  Features Intersected: I - 459 RAMPS
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 220.493,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.20m (56.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,959,000,  Roadway Improvement Cost: $696,000,  Total Project Cost: $7,655,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13171,  Location: I-20 * I459 INTR. (Lat: 33.544444,  Lng: -86.644444),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1984,  Status: Open,  Structure Length: 27.28m (89.50ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,457 (year 2040),  Design Load: HS 20,  Features Intersected: I-20 * I-459,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.493,  Lanes on structure: 2,  Lanes under structure: 28,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 27.28m (89.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $8,043,000,  Roadway Improvement Cost: $804,000,  Total Project Cost: $8,847,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13172,  Location: I 20/ I459 INTERCHANGE (Lat: 33.545278,  Lng: -86.641389),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1984,  Status: Open,  Structure Length: 27.28m (89.50ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,457 (year 2040),  Design Load: HS 20,  Features Intersected: I 20 * I 459 *,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.496,  Lanes on structure: 2,  Lanes under structure: 28,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 27.28m (89.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $8,043,000,  Roadway Improvement Cost: $804,000,  Total Project Cost: $8,847,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14669,  Location: 7768 FT SE JCT 1532 (Lat: 34.364603,  Lng: -86.127489),  Route carried "on" structure: County highway 562,  Year Built: 1986,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 100 (year 1994),  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: COUNTY HIGHWAY156
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.3m (20.7ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $790,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $869,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 14671,  Location: GORUM BRIDGE (Lat: 31.455611,  Lng: -86.662064),  Route carried "on" structure: County highway ,  Year Built: 1900,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 70 (year 1994),  Average Future Daily Traffic: 279 (year 2032),  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $683,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 16678,  Location: 1 MI NE I-459 (Lat: 33.586050,  Lng: -86.628917),  Route carried "on" structure: County highway 314,  Year Built: 1993,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,905 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2039),  Design Load: HS 20,  Features Intersected: MOUNTAIN LAKE TRIBUTARY,  Facility Carried by Structure: QUEENSTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 79.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $919,000 ( Estimate for 2022)

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Structure Number: 12099,  Location: I459 * AMBER HILLS ROAD (Lat: 33.567564,  Lng: -86.638453),  Route carried "under" structure: Interstate 459,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2021),  Truck Traffic: 12%,  Features Intersected: I - 459,  Facility Carried by Structure: AMBER HILLS ROAD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 49.634,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 12307,  Location: I-459 * GRANTS MILL RD (Lat: 33.524222,  Lng: -86.664164),  Route carried "under" structure: Interstate 459,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 78,010 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-459,  Facility Carried by Structure: GRANTS MILL RD
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 43.227,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 12505,  Location: OLD LEEDS RD * I20 (Lat: 33.546600,  Lng: -86.659900),  Route carried "under" structure: Interstate 20,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 55,240 (year 2020),  Truck Traffic: 17%,  Features Intersected: I - 20,  Facility Carried by Structure: OLD LEEDS RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 218.977,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 12538,  Location: US 78 * I459 (Lat: 33.548617,  Lng: -86.643200),  Route carried "under" structure: Interstate 459,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2021),  Truck Traffic: 12%,  Features Intersected: I 459 & I - 20 RAMPS,  Facility Carried by Structure: AL - 4 WEST
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 47.683,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 12539,  Location: US 78 * I459 (Lat: 33.548617,  Lng: -86.643200),  Route carried "under" structure: Interstate 459,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2021),  Truck Traffic: 12%,  Features Intersected: I459 / I - 20 RAMPS,  Facility Carried by Structure: AL - 4 EAST
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 47.555,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 12717,  Location: I459 * BELMONT ROAD (Lat: 33.520025,  Lng: -86.672147),  Route carried "under" structure: Interstate 459,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 78,010 (year 2020),  Truck Traffic: 14%,  Features Intersected: I459,  Facility Carried by Structure: BELMONT ROAD
Minimum Vertical Clearance: 7.53m (24.70ft),  Kilometerpoint: 43.097,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 12914,  Location: I459 * KARL DALY ROAD (Lat: 33.538125,  Lng: -86.645103),  Route carried "under" structure: Alternate County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2002),  Truck Traffic: 2%,  Features Intersected: KARL DALY ROAD,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 28.258,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 12915,  Location: I459 * KARL DALY ROAD (Lat: 33.538131,  Lng: -86.644786),  Route carried "under" structure: Alternate County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2001),  Truck Traffic: 2%,  Features Intersected: KARL DALY ROAD,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 28.258,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 13157,  Location: I20 I459 INTR (Lat: 33.543644,  Lng: -86.643292),  Route carried "under" structure: Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2021),  Truck Traffic: 21%,  Features Intersected: I20,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 220.491,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 13157,  Location: I20 I459 INTR (Lat: 33.543644,  Lng: -86.643292),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 21%,  Features Intersected: I20,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 220.495,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 13158,  Location: I20 I459 INTR (Lat: 33.543269,  Lng: -86.643125),  Route carried "under" structure: Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2021),  Truck Traffic: 21%,  Features Intersected: I20,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 220.493,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 13158,  Location: I20 I459 INTR (Lat: 33.543269,  Lng: -86.643125),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 6,136 (year 2021),  Truck Traffic: 14%,  Features Intersected: I20,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 210.765,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 13169,  Location: I459/I20 INTERCHANGE (Lat: 33.544667,  Lng: -86.643889),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 21%,  Features Intersected: I - 459 RAMPS
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 220.493,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 1317,  Location: I-20 * I-459 INTR. (Lat: 33.544519,  Lng: -86.643797),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 21%,  Features Intersected: I - 459 RAMPS
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 220.493,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 13171,  Location: I-20 * I459 INTR. (Lat: 33.544444,  Lng: -86.644444),  Route carried "under" structure: Interstate 459,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-20 * I-459,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 47.040,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 13171,  Location: I-20 * I459 INTR. (Lat: 33.544444,  Lng: -86.644444),  Route carried "under" structure: Interstate 459,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-20 * I-459,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 47.040,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 13171,  Location: I-20 * I459 INTR. (Lat: 33.544444,  Lng: -86.644444),  Route carried "under" structure: Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 61,360 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-20 * I-459,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 210.765,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 13171,  Location: I-20 * I459 INTR. (Lat: 33.544444,  Lng: -86.644444),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-20 * I-459,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 220.499,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 13172,  Location: I 20/ I459 INTERCHANGE (Lat: 33.545278,  Lng: -86.641389),  Route carried "under" structure: Interstate 459,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2020),  Truck Traffic: 12%,  Features Intersected: I 20 * I 459 *,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 47.040,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 13172,  Location: I 20/ I459 INTERCHANGE (Lat: 33.545278,  Lng: -86.641389),  Route carried "under" structure: Interstate 459,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 58,910 (year 2020),  Truck Traffic: 12%,  Features Intersected: I 20 * I 459 *,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 47.040,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)