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

Find on map >>   Show street view

Structure Number: 12699,  Location: I 459 * CO RD 18 (Lat: 33.332939,  Lng: -86.999158),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 52,730 (year 2022),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,673 (year 2042),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.868,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 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: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $9,047,000,  Roadway Improvement Cost: $905,000,  Total Project Cost: $9,952,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 127,  Location: CO RD 18 * I459 (Lat: 33.332569,  Lng: -86.997931),  Route carried "on" structure: County highway 18,  Year Built: 1982,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 5,000 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,500 (year 2040),  Design Load: HS 20,  Features Intersected: I 459
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.884,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,776,000,  Roadway Improvement Cost: $578,000,  Total Project Cost: $6,354,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12701,  Location: POCOHANTAS RD * I459 (Lat: 33.333161,  Lng: -86.982883),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 9.80m (32.15ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: I 459,  Facility Carried by Structure: POCOHANTAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.273,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.74m (35.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,388,000,  Roadway Improvement Cost: $339,000,  Total Project Cost: $3,727,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12702,  Location: CO RD 26 * I459 (Lat: 33.333881,  Lng: -86.961272),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 13.55m (44.46ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,650 (year 2041),  Design Load: HS 20,  Features Intersected: I - 459,  Facility Carried by Structure: VULCAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.36m (47.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,545,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $3,900,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12703,  Location: .1 MI. SO. SHADES CREEK (Lat: 33.334875,  Lng: -86.952114),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.237,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12704,  Location: .1 MI SO. SHADES CREEK (Lat: 33.334628,  Lng: -86.952083),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.237,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.4 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 12705,  Location: I459 * SHADES CK (Lat: 33.335283,  Lng: -86.947919),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 7.575,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.99m (45.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,029,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $4,432,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12706,  Location: I459 * SHADES CK (Lat: 33.335031,  Lng: -86.947906),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.575,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.99m (45.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,029,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $4,432,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12707,  Location: .4 MI. NO. SHADES CREEK (Lat: 33.336033,  Lng: -86.940289),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.216,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,963,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $3,259,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12708,  Location: .4 MI. NO. SHADES CREEK (Lat: 33.335781,  Lng: -86.940247),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.216,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,963,000,  Roadway Improvement Cost: $296,000,  Total Project Cost: $3,259,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12709,  Location: .5 MI. NO. SHADES CREEK (Lat: 33.336264,  Lng: -86.937853),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CK RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.441,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,786,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,965,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1271,  Location: .5 MI. NO. SHADES CREEK (Lat: 33.336022,  Lng: -86.937814),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 26,365 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 33,336 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CK RELIEF 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.441,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,786,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,965,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12711,  Location: I 459 * SOU RR (Lat: 33.337447,  Lng: -86.925569),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 69,067 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 124,741 (year 2041),  Design Load: HS 20,  Features Intersected: SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.843,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.85m (48.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,276,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $4,704,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12712,  Location: I459 * CO RD 52(MORGAN RD (Lat: 33.339122,  Lng: -86.920547),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 27,200 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 34,392 (year 2040),  Design Load: HS 20,  Features Intersected: CO RD 52
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 10.421,  Lanes on structure: 2,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.70m (31.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,860,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $3,146,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12713,  Location: I459 * CO RD 52(MORGAN RD (Lat: 33.338928,  Lng: -86.920319),  Route carried "on" structure: Interstate 459,  Year Built: 1982,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 27,200 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 34,392 (year 2040),  Design Load: HS 20,  Features Intersected: CO RD 52
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 10.421,  Lanes on structure: 2,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.70m (31.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,860,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $3,146,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1285,  Location: 4.2 MI S JOHNS ROAD (Lat: 33.338792,  Lng: -87.087886),  Route carried "on" structure: County highway 453,  Year Built: 1982,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 253 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2038),  Design Load: HS 20,  Features Intersected: BLUE CREEK,  Facility Carried by Structure: BLUE CREEK 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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: November 2020,  Bridge Improvement Cost: $1,184,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $1,302,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 12908,  Location: GREENWOOD DR * I459 (Lat: 33.336822,  Lng: -86.930867),  Route carried "on" structure: Alternate County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 15.12m (49.61ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2041),  Design Load: HS 20,  Features Intersected: I - 459,  Facility Carried by Structure: GREENWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  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: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.89m (52.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $4,577,000,  Roadway Improvement Cost: $458,000,  Total Project Cost: $5,035,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12909,  Location: I459 SOUTH * SOU RR (Lat: 33.337583,  Lng: -86.926103),  Route carried "on" structure: Interstate 459,  Year Built: 1983,  Status: Open,  Structure Length: 14.06m (46.13ft),  Average Daily Traffic: 69,067 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 124,741 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.843,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.85m (48.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,398,000,  Roadway Improvement Cost: $540,000,  Total Project Cost: $5,938,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1291,  Location: 0.1 MILE NO SOU RR (Lat: 33.338011,  Lng: -86.923839),  Route carried "on" structure: Interstate 459,  Year Built: 1983,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 54,400 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 68,785 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.083,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,868,000,  Roadway Improvement Cost: $687,000,  Total Project Cost: $7,555,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12911,  Location: I459 * PARKWOOD RD (Lat: 33.341567,  Lng: -86.902467),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 5,500 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,800 (year 2040),  Design Load: HS 20,  Features Intersected: I 459,  Facility Carried by Structure: PARKWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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 minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,783,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $3,061,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12918,  Location: ROCK MT LAKE EXIT (Lat: 33.324192,  Lng: -87.048136),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 3,000 (year 2041),  Design Load: HS 20,  Features Intersected: I - 20/59,  Facility Carried by Structure: McASHAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.76m (32.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,811,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $3,092,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 13072,  Location: AT JCT I-20/59 * I-459 (Lat: 33.344283,  Lng: -87.022933),  Route carried "on" structure: County highway 449,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 44 (year 2021),  Average Future Daily Traffic: 63 (year 2041),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: FLINT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $449,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 13548,  Location: 50' W JCT SEALES RD (Lat: 33.318133,  Lng: -86.906300),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 328 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 20,  Features Intersected: RICE CREEK,  Facility Carried by Structure: PORTER GREEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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 minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $472,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 13549,  Location: .5 MI S SHADES CREEK (Lat: 33.351400,  Lng: -86.935567),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 9,515 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,300 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CREEK RELIEF,  Facility Carried by Structure: MORGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1402,  Location: 1.6 MI S SR20 (Lat: 34.655581,  Lng: -86.755889),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 22,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,800 (year 2037),  Design Load: HS 20,  Features Intersected: W CHANNEL BRADFORD CRK,  Facility Carried by Structure: WALL TRIANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,956,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,152,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 14317,  Location: 1 MILE EAST OF KIMBREL (Lat: 33.279317,  Lng: -87.053883),  Route carried "on" structure: County highway 18,  Year Built: 1920,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,535 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,600 (year 2042),  Features Intersected: MILL CREEK,  Facility Carried by Structure: EASTERN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $515,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 1668,  Location: 1000' SW I-459 (Lat: 33.336317,  Lng: -87.011050),  Route carried "on" structure: County highway 447,  Year Built: 1950,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,400 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,875 (year 2041),  Design Load: HS 20,  Features Intersected: FIVEMILE CREEK TRIBUTARY,  Facility Carried by Structure: OLD TUSCALOOSA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $721,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $793,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 16681,  Location: 1/4 MI SW LOWETOWN RD (Lat: 33.294383,  Lng: -87.061800),  Route carried "on" structure: County highway 447,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,675 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,125 (year 2041),  Design Load: HS 20,  Features Intersected: MILL CREEK TRIBUTARY,  Facility Carried by Structure: OLD TUSCALOOSA
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $662,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17063,  Location: 0.75MI W I-59 S (Lat: 33.437667,  Lng: -86.969583),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,350 (year 2041),  Design Load: HS 20,  Features Intersected: OPOSSUM CREEK,  Facility Carried by Structure: DAVEY ALLISON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,294,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $2,523,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17125,  Location: BESSEMER (Lat: 33.386089,  Lng: -86.988144),  Route carried "on" structure: Alternate City street ,  Year Built: 2003,  Status: Open,  Structure Length: 9.95m (32.64ft),  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,500 (year 2041),  Design Load: HS 20,  Features Intersected: I - 20,  Facility Carried by Structure: SPLASH ADV PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.617,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.88m (35.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,013,000,  Roadway Improvement Cost: $701,000,  Total Project Cost: $7,714,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18102,  Location: 1 MI. SW OF GREENWOOD (Lat: 33.325642,  Lng: -86.948208),  Route carried "on" structure: County highway 55,  Year Built: 2014,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 1,350 (year 2020),  Average Future Daily Traffic: 1,463 (year 2040),  Design Load: HS 20,  Features Intersected: SHADES CREEK,  Facility Carried by Structure: DICKY SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,153,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,468,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18137,  Location: JCT MCCALLA ROAD (Lat: 33.334750,  Lng: -86.995039),  Route carried "on" structure: County highway 455,  Year Built: 2008,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,535 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2040),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: EASTERN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Very good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,936,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,130,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 18229,  Location: 150' N BURCHFIELD LOOP (Lat: 33.315519,  Lng: -87.015017),  Route carried "on" structure: County highway 455,  Year Built: 2007,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,676 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,375 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: EASTERN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $387,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 18453,  Location: 13TH ST. OVER VALLEY CK (Lat: 33.419533,  Lng: -86.982989),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,000 (year 2041),  Design Load: H 15,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: 13TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 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,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $1,563,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $1,719,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18546,  Location: 1000' E MCADORY HS (Lat: 33.330617,  Lng: -86.998197),  Route carried "on" structure: County highway 24,  Year Built: 2001,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,025 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2041),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: BELL HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.3 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: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $667,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 18565,  Location: 1.0 MI SW LOU GEORGE LOOP (Lat: 33.284900,  Lng: -87.013900),  Route carried "on" structure: County highway 456,  Year Built: 2001,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 528 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 775 (year 2038),  Design Load: HS 20,  Features Intersected: SHADES CREEK TRIBUTARY,  Facility Carried by Structure: FLETCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 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: Superior to present desirable criteria,  Length Of Structure Improvement: 2.15m (7.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,080,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,188,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 18903,  Location: AL 150 @ SHADES CREEK (Lat: 33.355200,  Lng: -86.876400),  Route carried "on" structure: State highway 150,  Year Built: 2018,  Status: Open,  Structure Length: 28.68m (94.09ft),  Average Daily Traffic: 12,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,036 (year 2041),  Design Load: HS 20,  Features Intersected: SHADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.649,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.68m (94.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $16,520,000,  Roadway Improvement Cost: $1,652,000,  Total Project Cost: $18,172,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 18908,  Location: 0.6 MI SE OLD TUSC HW (Lat: 33.311200,  Lng: -87.031633),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: MCASHAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 29.9m (98.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,554,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,809,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 19943,  Location: POWDER PL RD / VALLEY CK (Lat: 33.388703,  Lng: -87.010358),  Route carried "on" structure: County highway 144,  Year Built: 2001,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 5,500 (year 2019),  Average Future Daily Traffic: 7,700 (year 2039),  Design Load: HS 20,  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: POWDER PLANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  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: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 desirable criteria,  Length Of Structure Improvement: 10.40m (34.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,995,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,295,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 19944,  Location: BEHIND WESLAKE MALL (Lat: 33.397694,  Lng: -86.977722),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,400 (year 2041),  Design Load: HS 20,  Features Intersected: HALLS CREEK,  Facility Carried by Structure: 14TH AVE NORTH
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.23m (4.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $296,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous