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

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Structure Number: 871,  Location: 1000' W COLUMBIANA RD (Lat: 33.449400,  Lng: -86.812950),  Route carried "on" structure: County highway 558,  Year Built: 1930,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 475 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 665 (year 2041),  Design Load: H 15,  Features Intersected: SHADES CREEK,  Facility Carried by Structure: OLD COLUMBIANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $955,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,051,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2647,  Location: .1 MI. SO. AL 149 (Lat: 33.466389,  Lng: -86.777500),  Route carried "on" structure: US 31,  Year Built: 1942,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 30,220 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,820 (year 2041),  Design Load: H 20,  Features Intersected: SHADES CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 435.376,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.63m (34.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,228,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $4,651,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2648,  Location: AL 149 INTERCHANGE (Lat: 33.467778,  Lng: -86.777500),  Route carried "on" structure: US 31,  Year Built: 1942,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 30,220 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,820 (year 2040),  Design Load: H 20,  Features Intersected: AL 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 435.488,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,072,000,  Roadway Improvement Cost: $207,000,  Total Project Cost: $2,279,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6426,  Location: 1500' S LAKESHORE DR (Lat: 33.450347,  Lng: -86.811053),  Route carried "on" structure: County highway 501,  Year Built: 1958,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 14,680 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 20,525 (year 2041),  Design Load: H 20,  Features Intersected: SHADES CREEK,  Facility Carried by Structure: SB COLUMBIANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,312,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,443,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7079,  Location: INT SAULTER * BROADWAY (Lat: 33.466667,  Lng: -86.800000),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,055 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,977 (year 2040),  Design Load: H 15,  Features Intersected: GRIFFIN BROOK,  Facility Carried by Structure: SAULTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $373,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8323,  Location: US 280 * LANE PK RAMP (Lat: 33.483333,  Lng: -86.780000),  Route carried "on" structure: Ramp US 280,  Year Built: 1964,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 6,655 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,753 (year 2041),  Design Load: HS 20,  Features Intersected: LANE PARK RAMP,  Facility Carried by Structure: AL - 38 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,623,000,  Roadway Improvement Cost: $262,000,  Total Project Cost: $2,885,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8325,  Location: US 280 * HOLLYWOOD BLVD (Lat: 33.482400,  Lng: -86.777800),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,024 (year 2040),  Design Load: HS 20,  Features Intersected: AL - 38 (US 280),  Facility Carried by Structure: HOLLYWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,765,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $1,942,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8326,  Location: US 280 * AL 149 (Lat: 33.474167,  Lng: -86.767222),  Route carried "on" structure: US 280,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 33,735 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,374 (year 2041),  Design Load: HS 20,  Features Intersected: AL 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,638,000,  Roadway Improvement Cost: $364,000,  Total Project Cost: $4,002,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8327,  Location: US 280 * AL 149 (Lat: 33.474167,  Lng: -86.767222),  Route carried "on" structure: US 280,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 33,735 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,374 (year 2041),  Design Load: HS 20,  Features Intersected: AL 149
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,056,000,  Roadway Improvement Cost: $406,000,  Total Project Cost: $4,462,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8934,  Location: OXMOOR (Lat: 33.433061,  Lng: -86.841558),  Route carried "on" structure: County highway 503,  Year Built: 1965,  Status: Posted for load,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 15,830 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,000 (year 2041),  Design Load: H 20,  Features Intersected: SHADES CREEK,  Facility Carried by Structure: WEST OXMOOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 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: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $1,234,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,357,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9966,  Location: US 31 * US 280 INTERCHANG (Lat: 33.484722,  Lng: -86.786667),  Route carried "on" structure: US 31,  Year Built: 1969,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 16,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,067 (year 2041),  Design Load: HS 20,  Features Intersected: ROSEDALE DRIVE,  Facility Carried by Structure: AL - 3 SOUTH
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 437.822,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,221,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $2,443,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9967,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "on" structure: US 31,  Year Built: 1969,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 16,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,067 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP A * US 280,  Facility Carried by Structure: AL - 3 NORTH
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 437.822,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.52m (27.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,513,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,764,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9968,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "on" structure: Ramp US 31,  Year Built: 1969,  Status: Open,  Structure Length: 26.82m (87.99ft),  Average Daily Traffic: 7,976 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,245 (year 2041),  Design Load: HS 20,  Features Intersected: US 31 * US 280,  Facility Carried by Structure: AL - 3 SO RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 437.903,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.7 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.82m (87.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,356,000,  Roadway Improvement Cost: $736,000,  Total Project Cost: $8,092,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10185,  Location: I 65 * WEST VALLEY AVE (Lat: 33.469500,  Lng: -86.828300),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: I - 65,  Facility Carried by Structure: WEST VALLEY AVE
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: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.67m (31.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,984,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $3,282,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13569,  Location: US 31 * BROOKWOOD HOSP (Lat: 33.463014,  Lng: -86.779392),  Route carried "on" structure: Business City street ,  Year Built: 1985,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HS 20,  Features Intersected: AL - 3 (US 31),  Facility Carried by Structure: MEDICAL CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,453,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $2,698,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14425,  Location: I 65 * SHADE CREEK (Lat: 33.445894,  Lng: -86.818261),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 60,340 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,446 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 410.119,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 18.08m (59.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,051,000,  Roadway Improvement Cost: $905,000,  Total Project Cost: $9,956,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14426,  Location: I 65 * SHADE CREEK (Lat: 33.445911,  Lng: -86.817967),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 60,340 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 76,446 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 410.119,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.08m (59.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $10,539,000,  Roadway Improvement Cost: $1,054,000,  Total Project Cost: $11,593,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14427,  Location: I65*RALEIGH AVE. (Lat: 33.458442,  Lng: -86.820475),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 123,190 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 156,073 (year 2040),  Design Load: HS 20,  Features Intersected: RALEIGH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.550,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.81m (25.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,834,000,  Roadway Improvement Cost: $583,000,  Total Project Cost: $6,417,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14784,  Location: LAKE SHORE DR * I 65 (Lat: 33.449900,  Lng: -86.818400),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: I - 65,  Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.82m (32.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,789,000,  Roadway Improvement Cost: $579,000,  Total Project Cost: $6,368,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15846,  Location: 0.2 MI S OXMOOR RD (Lat: 33.472925,  Lng: -86.799875),  Route carried "on" structure: City street 14,  Year Built: 1952,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 636 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 976 (year 2040),  Design Load: H 20,  Features Intersected: GRIFFIN CRK.,  Facility Carried by Structure: WEST GLENNWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $322,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15847,  Location: 0.3MI. E. OXMOOR RD (Lat: 33.451667,  Lng: -86.840000),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,586 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,458 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: W.HOMEWOOD PK.RD.
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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $309,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15848,  Location: 0.08MI. W. W.GLENNWOOD DR (Lat: 33.471667,  Lng: -86.801667),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,521 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,715 (year 2040),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: ROSELAND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2020,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $510,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15849,  Location: 0.5 MI. S. HILLMOOR LN (Lat: 33.451811,  Lng: -86.834258),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 545 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 848 (year 2040),  Design Load: HS 15,  Features Intersected: STREAM,  Facility Carried by Structure: SHERBROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $413,000 ( Estimate for 2022)

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Structure Number: 1585,  Location: .2 MI S LAKESHORE DR (Lat: 33.467181,  Lng: -86.776700),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,765 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,010 (year 2040),  Design Load: H 20,  Features Intersected: SHADES CRK,  Facility Carried by Structure: BROOKWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,577,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $1,735,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15851,  Location: 0.3MI.E.OXMOOR RD. (Lat: 33.451186,  Lng: -86.835525),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,466 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,723 (year 2040),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: W.HOMEWOOD PK.DR.
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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  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: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $309,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15852,  Location: 0.2MI.E. OXMOOR RD (Lat: 33.446933,  Lng: -86.838258),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,282 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 3,738 (year 2040),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: SNOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $395,000 ( Estimate for 2022)

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Structure Number: 17051,  Location: .1 MI S CARR AVE (Lat: 33.461375,  Lng: -86.815903),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,126 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,236 (year 2040),  Design Load: HS 15,  Features Intersected: N FORK GRIFFIN CRK,  Facility Carried by Structure: OLD COLUMBIANA RD
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $198,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18568,  Location: HOMEWEOOD PARK (Lat: 33.475078,  Lng: -86.798939),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,717 (year 2040),  Design Load: HS 20,  Features Intersected: GRIFFIN BROOK,  Facility Carried by Structure: OXMOOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,577,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $1,735,000 ( Estimate for 2022)

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Structure Number: 1857,  Location: DGEWOOD BLVD * HILLWOOD D (Lat: 33.483333,  Lng: -86.800000),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 874 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,579 (year 2040),  Design Load: HS 20,  Features Intersected: GRIFFIN BROOK,  Facility Carried by Structure: EDGEWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $457,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19373,  Location: E.LINWOOD DR AND PRIMROSE (Lat: 33.470578,  Lng: -86.802508),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 560 (year 2040),  Design Load: HS 20,  Features Intersected: GRIFFIN BROOK,  Facility Carried by Structure: EAST LINWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $349,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $384,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2648,  Location: AL 149 INTERCHANGE (Lat: 33.467778,  Lng: -86.777500),  Route carried "under" structure: State highway 149,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 26,070 (year 2020),  Truck Traffic: 3%,  Features Intersected: AL 149,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 1.447,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 8325,  Location: US 280 * HOLLYWOOD BLVD (Lat: 33.482400,  Lng: -86.777800),  Route carried "under" structure: US 280,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 90,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: AL - 38 (US 280),  Facility Carried by Structure: HOLLYWOOD BLVD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 2.449,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 8326,  Location: US 280 * AL 149 (Lat: 33.474167,  Lng: -86.767222),  Route carried "under" structure: State highway 149,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 24,770 (year 2021),  Truck Traffic: 3%,  Features Intersected: AL 149,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.079,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 8327,  Location: US 280 * AL 149 (Lat: 33.474167,  Lng: -86.767222),  Route carried "under" structure: State highway 149,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 24,770 (year 2021),  Truck Traffic: 3%,  Features Intersected: AL 149,  Facility Carried by Structure: US 280
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.079,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 9966,  Location: US 31 * US 280 INTERCHANG (Lat: 33.484722,  Lng: -86.786667),  Route carried "under" structure: Ramp US 280,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,655 (year 2021),  Truck Traffic: 6%,  Features Intersected: ROSEDALE DRIVE,  Facility Carried by Structure: AL - 3 SOUTH
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 9967,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "under" structure: US 280,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 66,550 (year 2021),  Truck Traffic: 6%,  Features Intersected: RAMP A * US 280,  Facility Carried by Structure: AL - 3 NORTH
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 9968,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "under" structure: Ramp US 31,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,280 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 31 * US 280,  Facility Carried by Structure: AL - 3 SO RAMP
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 437.822,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 9968,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "under" structure: US 280,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 66,550 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 31 * US 280,  Facility Carried by Structure: AL - 3 SO RAMP
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 9968,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "under" structure: Ramp US 31,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,280 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 31 * US 280,  Facility Carried by Structure: AL - 3 SO RAMP
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 437.822,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 9968,  Location: US 31 * US 280 INTR (Lat: 33.483333,  Lng: -86.786667),  Route carried "under" structure: Ramp US 31,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,280 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 31 * US 280,  Facility Carried by Structure: AL - 3 SO RAMP
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 437.822,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 10185,  Location: I 65 * WEST VALLEY AVE (Lat: 33.469500,  Lng: -86.828300),  Route carried "under" structure: Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 126,780 (year 2020),  Truck Traffic: 10%,  Features Intersected: I - 65,  Facility Carried by Structure: WEST VALLEY AVE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 412.954,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 13569,  Location: US 31 * BROOKWOOD HOSP (Lat: 33.463014,  Lng: -86.779392),  Route carried "under" structure: US 31,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 30,340 (year 2020),  Truck Traffic: 5%,  Features Intersected: AL - 3 (US 31),  Facility Carried by Structure: MEDICAL CENTER DR
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 434.925,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 14423,  Location: I 65 * FORREST BROOK DR (Lat: 33.438908,  Lng: -86.823414),  Route carried "under" structure: ServiceCity street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 8%,  Features Intersected: FORREST BROOK DRIVE,  Facility Carried by Structure: I 65
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 14427,  Location: I65*RALEIGH AVE. (Lat: 33.458442,  Lng: -86.820475),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 8%,  Features Intersected: RALEIGH AVE.,  Facility Carried by Structure: I65
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 14784,  Location: LAKE SHORE DR * I 65 (Lat: 33.449900,  Lng: -86.818400),  Route carried "under" structure: Interstate 65,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 123,190 (year 2020),  Truck Traffic: 10%,  Features Intersected: I - 65,  Facility Carried by Structure: LAKE SHORE DRIVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 410.537,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)