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

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Structure Number: 1307,  Location: ROCKY RIDGE (Lat: 33.432800,  Lng: -86.770350),  Route carried "on" structure: County highway 113,  Year Built: 1935,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 10,930 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,200 (year 2041),  Features Intersected: SHADES CREEK,  Facility Carried by Structure: ROCKY RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.73m (8.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $535,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3592,  Location: 150' E HWY 280 CAHABA HTS (Lat: 33.453983,  Lng: -86.743433),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 323 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 430 (year 2041),  Design Load: H 15,  Features Intersected: LITTLE SHADES CREEK,  Facility Carried by Structure: BROOKWOOD GREEN TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.69m (21.95ft),  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: $1,239,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,363,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3944,  Location: ACTON (Lat: 33.426553,  Lng: -86.733692),  Route carried "on" structure: County highway ?????,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 509 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2041),  Features Intersected: CABAHA RIVER TRIBUTARY,  Facility Carried by Structure: OLD LOONEY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  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: $260,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $286,000 ( Estimate for 2022),  Deck Structure Type: Open Grating

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Structure Number: 4713,  Location: .9 MI. NO. I-65 (Lat: 33.423300,  Lng: -86.796400),  Route carried "on" structure: US 31,  Year Built: 1926,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 32,920 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,288 (year 2040),  Features Intersected: PATTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 429.856,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $946,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,041,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4728,  Location: .6 MI. NO. I-65 (Lat: 33.416944,  Lng: -86.802500),  Route carried "on" structure: US 31,  Year Built: 1942,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 16,460 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,144 (year 2041),  Design Load: H 20,  Features Intersected: PATTON CREEK,  Facility Carried by Structure: AL - 3 SOUTH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 429.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.27m (10.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $920,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,012,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4729,  Location: .6 MI. NO. I-65 (Lat: 33.417361,  Lng: -86.802583),  Route carried "on" structure: US 31,  Year Built: 1942,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 16,460 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,144 (year 2040),  Design Load: H 20,  Features Intersected: PATTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 429.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $662,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $728,000 ( Estimate for 2022)

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Structure Number: 7191,  Location: 1/2 MI S ACTON ROAD (Lat: 33.425100,  Lng: -86.736400),  Route carried "on" structure: County highway 534,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 875 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,046 (year 2040),  Features Intersected: CAHABA RIVER TRIBUTART,  Facility Carried by Structure: CALDWELL MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $316,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 739,  Location: 300 FT. SO. JEFF CO LINE (Lat: 33.415883,  Lng: -86.740264),  Route carried "on" structure: County highway 29,  Year Built: 1961,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 16,152 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 22,613 (year 2041),  Design Load: H 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,569,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $1,726,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8823,  Location: VESTRIDGE DR * US 31 (Lat: 33.433333,  Lng: -86.783333),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: VESTRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $337,000 ( Estimate for 2022)

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Structure Number: 8933,  Location: CAHABA HEIGHTS (Lat: 33.456961,  Lng: -86.736894),  Route carried "on" structure: County highway 501,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 406 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 530 (year 2040),  Design Load: H 20,  Features Intersected: LITTLE SHADES CREEK,  Facility Carried by Structure: PIPE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $304,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $334,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 10227,  Location: 0.25 MI W ROCKY RIDGE RD (Lat: 33.425617,  Lng: -86.775633),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 5,026 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,835 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE SHADES CREEK,  Facility Carried by Structure: MORGAN DR VESTAVIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $855,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $941,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 10523,  Location: 100 FT N JANNEBO (Lat: 33.421172,  Lng: -86.776039),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 75 (year 2021),  Average Future Daily Traffic: 100 (year 2041),  Features Intersected: LITTLE SHADES CREEK,  Facility Carried by Structure: CHERRY TREE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.73m (8.96ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $329,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 10685,  Location: 0 . 8 MI S ALFORD AVE (Lat: 33.422356,  Lng: -86.814242),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 117,910 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,383 (year 2042),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 406.918,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,764,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,940,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12205,  Location: TANGLEWOOD DR @ VESTAVIA (Lat: 33.450000,  Lng: -86.766667),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,550 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: TANGLEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $481,000 ( Estimate for 2022)

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Structure Number: 12302,  Location: I459 * ACTON ROAD (Lat: 33.411936,  Lng: -86.759369),  Route carried "on" structure: Interstate 459,  Year Built: 1980,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 48,035 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,736 (year 2040),  Design Load: HS 20,  Features Intersected: ACTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.871,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: 8.25m (27.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,337,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $3,671,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12303,  Location: I459 * ACTON ROAD (Lat: 33.412100,  Lng: -86.758500),  Route carried "on" structure: Interstate 459,  Year Built: 1980,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 48,035 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,736 (year 2040),  Design Load: HS 20,  Features Intersected: ACTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.871,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  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: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: 8.58m (28.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,471,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $3,818,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12304,  Location: I459 * CAHABA RIVER RD. (Lat: 33.433808,  Lng: -86.739633),  Route carried "on" structure: Interstate 459,  Year Built: 1980,  Status: Open,  Structure Length: 9.25m (30.35ft),  Average Daily Traffic: 48,035 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,736 (year 2041),  Design Load: HS 20,  Features Intersected: CAHABA RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.856,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,131,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $4,544,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12305,  Location: I459 * CAHABA RIVER RD. (Lat: 33.433611,  Lng: -86.739444),  Route carried "on" structure: Interstate 459,  Year Built: 1980,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 9.25m (30.35ft),  Average Daily Traffic: 48,035 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,736 (year 2041),  Design Load: HS 20,  Features Intersected: CAHABA RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.856,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  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: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,131,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $4,544,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12493,  Location: I459 * CAHABA RIVER (Lat: 33.466619,  Lng: -86.709389),  Route carried "on" structure: Interstate 459,  Year Built: 1981,  Status: Open,  Structure Length: 19.39m (63.62ft),  Average Daily Traffic: 99,312 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 179,368 (year 2042),  Design Load: HS 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.464,  Lanes on structure: 3,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.97m (65.52ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $7,941,000,  Roadway Improvement Cost: $794,000,  Total Project Cost: $8,735,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12494,  Location: I459 * CAHABA RIVER (Lat: 33.466542,  Lng: -86.709183),  Route carried "on" structure: Interstate 459,  Year Built: 1981,  Status: Open,  Structure Length: 19.39m (63.62ft),  Average Daily Traffic: 99,312 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 179,368 (year 2041),  Design Load: HS 20,  Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.464,  Lanes on structure: 3,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 19.97m (65.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $7,944,000,  Roadway Improvement Cost: $794,000,  Total Project Cost: $8,738,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14298,  Location: .3 MI N JCT US 31 (Lat: 33.415667,  Lng: -86.805550),  Route carried "on" structure: County highway 501,  Year Built: 1987,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 20,885 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,200 (year 2041),  Design Load: HS 20,  Features Intersected: PATTON CREEK,  Facility Carried by Structure: COLUMBIANA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.3m (17.4ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.91m (9.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,019,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $2,221,000 ( Estimate for 2022)

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Structure Number: 14418,  Location: HOOVER INTERCHANGE (Lat: 33.412003,  Lng: -86.805656),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 117,910 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,383 (year 2040),  Design Load: HS 20,  Features Intersected: AL - 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.474,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $9,772,000,  Roadway Improvement Cost: $977,000,  Total Project Cost: $10,749,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14419,  Location: .1 MI. NO. HOOVER INTER (Lat: 33.412819,  Lng: -86.807611),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 117,910 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,383 (year 2042),  Design Load: HS 20,  Features Intersected: PATTONS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.651,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 57.9m (190.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $10,374,000,  Roadway Improvement Cost: $1,037,000,  Total Project Cost: $11,411,000 ( Estimate for 2022)

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Structure Number: 1442,  Location: I65 * TYLER ROAD (Lat: 33.413500,  Lng: -86.809400),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 117,910 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 149,383 (year 2040),  Design Load: HS 20,  Features Intersected: TYLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.976,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,087,000,  Roadway Improvement Cost: $609,000,  Total Project Cost: $6,696,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14668,  Location: JCT DOLLY RIDGE RD (Lat: 33.456647,  Lng: -86.737242),  Route carried "on" structure: County highway 523,  Year Built: 1988,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 15,061 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,100 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE SHADES CREEK,  Facility Carried by Structure: CAHABA HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,609,000 ( Estimate for 2022)

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Structure Number: 15799,  Location: .1 MI E I459 N (Lat: 33.485400,  Lng: -86.708367),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 9.47m (31.07ft),  Average Daily Traffic: 2,625 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,600 (year 2041),  Design Load: HS 20,  Features Intersected: OLD OVERTON RD;CAHABA R,  Facility Carried by Structure: LIBERTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.42m (34.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $4,717,000,  Roadway Improvement Cost: $472,000,  Total Project Cost: $5,189,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17699,  Location: 1.5 MI SO MORGAN DRIVE (Lat: 33.410119,  Lng: -86.780886),  Route carried "on" structure: County highway 528,  Year Built: 2001,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,400 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,560 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE SHADES CREEK,  Facility Carried by Structure: ROCKY RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,734,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $1,907,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19819,  Location: 0.25MI FROM ROCKY RIDGE R (Lat: 33.460075,  Lng: -86.771822),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 300 (year 2020),  Average Future Daily Traffic: 420 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: TANGLEWOOD CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $378,000 ( Estimate for 2022)

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Structure Number: 12302,  Location: I459 * ACTON ROAD (Lat: 33.411936,  Lng: -86.759369),  Route carried "under" structure: Business City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2020),  Features Intersected: ACTON ROAD,  Facility Carried by Structure: I - 459 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 12303,  Location: I459 * ACTON ROAD (Lat: 33.412100,  Lng: -86.758500),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: ACTON ROAD,  Facility Carried by Structure: I - 459 NORTH
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.308,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 12304,  Location: I459 * CAHABA RIVER RD. (Lat: 33.433808,  Lng: -86.739633),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2003),  Truck Traffic: 2%,  Features Intersected: CAHABA RIVER RD.,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 11.49m (37.70ft),  Kilometerpoint: 19.190,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 12305,  Location: I459 * CAHABA RIVER RD. (Lat: 33.433611,  Lng: -86.739444),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 8%,  Features Intersected: CAHABA RIVER RD.,  Facility Carried by Structure: I459
Minimum Vertical Clearance: 11.49m (37.70ft),  Kilometerpoint: 19.190,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 14418,  Location: HOOVER INTERCHANGE (Lat: 33.412003,  Lng: -86.805656),  Route carried "under" structure: US 31,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 37,260 (year 2020),  Truck Traffic: 5%,  Features Intersected: AL - 3,  Facility Carried by Structure: I65
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 428.488,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 1442,  Location: I65 * TYLER ROAD (Lat: 33.413500,  Lng: -86.809400),  Route carried "under" structure: ServiceCity street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2002),  Truck Traffic: 2%,  Features Intersected: TYLER ROAD,  Facility Carried by Structure: I - 65
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.161,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)