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

Find on map >>   Show street view

Structure Number: 83,  Location: 100' W BAXTER AVE (Lat: 33.628747,  Lng: -86.939411),  Route carried "on" structure: County highway 102,  Year Built: 1930,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,002 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,600 (year 2041),  Features Intersected: PRUDES CREEK,  Facility Carried by Structure: CHERRY AVE.
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),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $482,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 1772,  Location: AVENUE W ENS * VILLAGE CK (Lat: 33.533333,  Lng: -86.866667),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 20,200 (year 2016),  Truck Traffic: 30%,  Average Future Daily Traffic: 30,000 (year 2036),  Features Intersected: VILLAGE CK,  Facility Carried by Structure: AV W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,472,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $1,619,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7121,  Location: 1.2 MI N HWY 78 (Lat: 33.624550,  Lng: -86.954267),  Route carried "on" structure: County highway 112,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,355 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,578 (year 2041),  Features Intersected: FIELDS BRANCH,  Facility Carried by Structure: GLASGOW HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $278,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7325,  Location: US 78 * CANE CK (Lat: 33.692350,  Lng: -86.981500),  Route carried "on" structure: State highway 5,  Year Built: 1961,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,054 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,162 (year 2041),  Design Load: H 20,  Features Intersected: CANE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.508,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,232,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $2,455,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7326,  Location: US 78 GRAYSVILLE INTR (Lat: 33.627983,  Lng: -86.977200),  Route carried "on" structure: State highway 5,  Year Built: 1961,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 13,850 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,340 (year 2041),  Design Load: HS 20,  Features Intersected: FLAT TOP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.147,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.95m (26.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,636,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,800,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7327,  Location: US 78 GRAYSVILLE INTR (Lat: 33.627983,  Lng: -86.977200),  Route carried "on" structure: State highway 5,  Year Built: 1961,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 13,850 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,340 (year 2041),  Design Load: HS 20,  Features Intersected: FLAT TOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.147,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.95m (26.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,636,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $1,800,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7328,  Location: AL - 5 / 7TH AVE SW (Lat: 33.621369,  Lng: -86.975111),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 2,250 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,200 (year 2041),  Design Load: H 20,  Features Intersected: AL - 5 (US 78),  Facility Carried by Structure: 7TH AVE SW
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: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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 minimum criteria,  Length Of Structure Improvement: 8.49m (27.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,397,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,537,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 7628,  Location: EAST OF SAYRE (Lat: 33.694933,  Lng: -86.985117),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 9,305 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,649 (year 2041),  Design Load: HS 20,  Features Intersected: L * N RR(ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.954,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 7629,  Location: US 78 * L * N RR (Lat: 33.693333,  Lng: -86.986667),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 9,305 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,649 (year 2041),  Design Load: HS 20,  Features Intersected: L * N RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.954,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 763,  Location: @ OLD JASPER HWY (Lat: 33.679700,  Lng: -86.972850),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Temporarily open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 6,240 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,812 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $976,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,074,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7631,  Location: @ OLD JASPER HWY (Lat: 33.679700,  Lng: -86.972850),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 6,240 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,812 (year 2042),  Design Load: HS 20,  Features Intersected: SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.13m (13.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $851,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $936,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 7632,  Location: @ BECKY LYNN RD (Lat: 33.678800,  Lng: -86.972600),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,240 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,812 (year 2042),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.873,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $983,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,081,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7633,  Location: @ BECKY LYNN RD (Lat: 33.678800,  Lng: -86.972900),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,240 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,812 (year 2042),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.873,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,082,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,190,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 7634,  Location: US 78 * FIVE MI CK (Lat: 33.663983,  Lng: -86.970633),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 6,240 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,812 (year 2042),  Design Load: HS 20,  Features Intersected: FIVE MI CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.109,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,685,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $2,954,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7635,  Location: US 78 * FIVE MI CK (Lat: 33.663983,  Lng: -86.970633),  Route carried "on" structure: State highway 5,  Year Built: 1962,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 6,240 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,812 (year 2042),  Design Load: HS 20,  Features Intersected: FIVE MI CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.109,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.4 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: Somewhat better than minimum adequacy,  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: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,522,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $2,774,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 95,  Location: 2 MILES NE OF ROBBINS (Lat: 33.745950,  Lng: -86.958183),  Route carried "on" structure: County highway 134,  Year Built: 1950,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 686 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 950 (year 2040),  Design Load: HS 20,  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $593,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $652,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10793,  Location: SAYRE (Lat: 33.709467,  Lng: -86.983283),  Route carried "on" structure: County highway 124,  Year Built: 1972,  Status: Open,  Structure Length: 15.19m (49.84ft),  Average Daily Traffic: 631 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 875 (year 2037),  Design Load: HS 20,  Features Intersected: BLACK WARRIOR LOCUSTFORK,  Facility Carried by Structure: OLD JASPER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.96m (52.36ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $3,392,000,  Roadway Improvement Cost: $339,000,  Total Project Cost: $3,731,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 11047,  Location: 2 MI W SAYRE (Lat: 33.723200,  Lng: -87.003800),  Route carried "on" structure: State highway 5,  Year Built: 1952,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 14,660 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,354 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 245.641,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,130,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $2,343,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1224,  Location: 1.5 MI E RIVER ROAD (Lat: 33.727669,  Lng: -86.970086),  Route carried "on" structure: County highway 853,  Year Built: 1979,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 103 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 20,  Features Intersected: CAMPBELL CREEK,  Facility Carried by Structure: RED ROCK ROAD
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 83.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.73m (8.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $677,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $745,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 1235,  Location: 3 MI E OF SUMITON (Lat: 33.704400,  Lng: -86.992100),  Route carried "on" structure: State highway 5,  Year Built: 1980,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 9,305 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,649 (year 2040),  Design Load: HS 20,  Features Intersected: LOCUST FORK WARRIORRIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.99m (49.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,215,000,  Roadway Improvement Cost: $422,000,  Total Project Cost: $4,637,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12414,  Location: 1.25 MI N LYNNS CROSSING (Lat: 33.694272,  Lng: -86.972861),  Route carried "on" structure: County highway 124,  Year Built: 1980,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 128 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2040),  Design Load: HS 20,  Features Intersected: CANE CREEK,  Facility Carried by Structure: OLD JASPER HI'WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,027,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,130,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 12415,  Location: LYNNS CROSSING (Lat: 33.671814,  Lng: -86.964611),  Route carried "on" structure: County highway 124,  Year Built: 1980,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 228 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 325 (year 2039),  Design Load: HS 20,  Features Intersected: FIVE MILE CREEK,  Facility Carried by Structure: LINNDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.25m (23.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,491,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $1,640,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 16622,  Location: .25 MI W US 78 (Lat: 33.712417,  Lng: -87.001083),  Route carried "on" structure: County highway 147,  Year Built: 1996,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 1,905 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,650 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: SNOWVILLE-BRENT 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.87m (22.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,554,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $1,709,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 167,  Location: 1/4 MI SE ROBBINS XROADS (Lat: 33.733917,  Lng: -86.993900),  Route carried "on" structure: County highway 103,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,110 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,750 (year 2041),  Design Load: HS 20,  Features Intersected: MILL CREEK TRIBUTARY,  Facility Carried by Structure: BANKHEAD HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $361,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 16701,  Location: 300 FT S CHERRY AVE (Lat: 33.621294,  Lng: -86.928403),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,975 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,021 (year 2041),  Design Load: HS 20,  Features Intersected: PRUDES CREEK,  Facility Carried by Structure: HILLCREST 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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $633,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $696,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 16914,  Location: 2 MI SW US 78 (Lat: 33.697753,  Lng: -87.022369),  Route carried "on" structure: County highway 147,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,051 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,550 (year 2041),  Design Load: HS 20,  Features Intersected: BLACK WARRIOR R TRIBUTAR,  Facility Carried by Structure: SNOWVILLE-BRENT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $308,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $339,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17652,  Location: GRAYSVILLE INTERCHANGE (Lat: 33.645000,  Lng: -86.976500),  Route carried "on" structure: State highway 5,  Year Built: 2001,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 13,850 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,340 (year 2040),  Design Load: HS 20,  Features Intersected: CORRIDOR X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.769,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.84m (45.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,124,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $5,636,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 17653,  Location: GRAYSVILLE INTERCHANGE (Lat: 33.645900,  Lng: -86.976600),  Route carried "on" structure: State highway 5,  Year Built: 2000,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 13,850 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,340 (year 2040),  Design Load: HS 20,  Features Intersected: I - 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.769,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.83m (45.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,121,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $5,633,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 17654,  Location: .1 MI. NO.GRAYSVILLE INT. (Lat: 33.644492,  Lng: -86.973036),  Route carried "on" structure: City street 71,  Year Built: 2001,  Status: Open,  Structure Length: 18.26m (59.91ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2041),  Design Load: HS 20,  Features Intersected: I - 22,  Facility Carried by Structure: LINDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  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: 43.3m (142.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: 18.92m (62.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,450,000,  Roadway Improvement Cost: $545,000,  Total Project Cost: $5,995,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 17717,  Location: .7 MI.WEST CO. RD. 112 (Lat: 33.637944,  Lng: -86.957594),  Route carried "on" structure: Interstate 22,  Year Built: 2001,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,470 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,895 (year 2041),  Design Load: HS 20,  Features Intersected: PRUDES CREEK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 138.999,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $9,188,000,  Roadway Improvement Cost: $919,000,  Total Project Cost: $10,107,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17718,  Location: BLOSSBURG (Lat: 33.629681,  Lng: -86.950136),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 34,716 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 62,700 (year 2041),  Design Load: HS 20,  Features Intersected: COUNTY RD 112
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.576,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.94m (29.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,024,000,  Roadway Improvement Cost: $502,000,  Total Project Cost: $5,526,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 17719,  Location: BLOSSBURG (Lat: 33.629542,  Lng: -86.950339),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 34,716 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 62,700 (year 2041),  Design Load: HS 20,  Features Intersected: COUNTY RD 112
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.576,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.94m (29.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,024,000,  Roadway Improvement Cost: $502,000,  Total Project Cost: $5,526,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1772,  Location: 400'EAST OF C. R. 112 (Lat: 33.628275,  Lng: -86.949275),  Route carried "on" structure: Interstate 22,  Year Built: 2001,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 14,630 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,821 (year 2041),  Design Load: HS 20,  Features Intersected: PRUDES CREEK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 140.818,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,410,000,  Roadway Improvement Cost: $841,000,  Total Project Cost: $9,251,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17722,  Location: 1 M.EAST OF CR 12 (Lat: 33.618408,  Lng: -86.939578),  Route carried "on" structure: Interstate 22,  Year Built: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 34,716 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 66,518 (year 2041),  Design Load: HS 20,  Features Intersected: PRUDES CREEK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 142.266,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,645,000,  Roadway Improvement Cost: $865,000,  Total Project Cost: $9,510,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 17723,  Location: BLOSSBURG (Lat: 33.631428,  Lng: -86.944333),  Route carried "on" structure: County highway 102,  Year Built: 2002,  Status: Open,  Structure Length: 23.16m (75.98ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,700 (year 2041),  Design Load: HS 20,  Features Intersected: PRUDES CREEK,  Facility Carried by Structure: CHERRY AVENUE
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.16m (75.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,671,000,  Roadway Improvement Cost: $667,000,  Total Project Cost: $7,338,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 17724,  Location: HILLCREST RD / I - 22 (Lat: 33.610975,  Lng: -86.929292),  Route carried "on" structure: County highway 65,  Year Built: 2001,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2041),  Design Load: HS 20,  Features Intersected: I - 22,  Facility Carried by Structure: HILLCREST RD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.78m (45.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,558,000,  Roadway Improvement Cost: $756,000,  Total Project Cost: $8,314,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 21254,  Location: SAYRE (Lat: 33.705847,  Lng: -86.992042),  Route carried "on" structure: State highway 5,  Year Built: 2022,  Status: Open,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 9,305 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,649 (year 2042),  Design Load: HL 93,  Features Intersected: Locust Fork Warrior Rv
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 18.02m (59.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $5,191,000,  Roadway Improvement Cost: $519,000,  Total Project Cost: $5,710,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 49,  Location: LYNNS CROSSING (Lat: 33.676667,  Lng: -86.960000),  Route carried "under" structure: County highway 124,  Year Built: 1910,  Structure Length: 0. m,  Average Daily Traffic: 241 (year 1981),  Truck Traffic: 1%,  Features Intersected: S RAILROAD AND CO ROAD,  Facility Carried by Structure: LAMON RAILROAD
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.010,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>   Show street view

Structure Number: 31,  Location: 0.5 MILE N. OF LITTLETON (Lat: 33.691667,  Lng: -86.995000),  Route carried "under" structure: County highway 146,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 143 (year 1981),  Truck Traffic: 1%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: L*N RAILROAD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.010,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

Find on map >>   Show street view

Structure Number: 7326,  Location: US 78 GRAYSVILLE INTR (Lat: 33.627983,  Lng: -86.977200),  Route carried "under" structure: County highway 12,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: FLAT TOP RD,  Facility Carried by Structure: AL - 5 (US 78) NO
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 7327,  Location: US 78 GRAYSVILLE INTR (Lat: 33.627983,  Lng: -86.977200),  Route carried "under" structure: County highway 12,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2021),  Truck Traffic: 5%,  Features Intersected: FLAT TOP ROAD,  Facility Carried by Structure: AL - 5 (US 78) SO
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 7328,  Location: AL - 5 / 7TH AVE SW (Lat: 33.621369,  Lng: -86.975111),  Route carried "under" structure: State highway 5,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,270 (year 2021),  Truck Traffic: 11%,  Features Intersected: AL - 5 (US 78),  Facility Carried by Structure: 7TH AVE SW
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 233.274,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 17652,  Location: GRAYSVILLE INTERCHANGE (Lat: 33.645000,  Lng: -86.976500),  Route carried "under" structure: Interstate 22,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 6,235 (year 2020),  Truck Traffic: 15%,  Features Intersected: CORRIDOR X,  Facility Carried by Structure: AL - 5 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.438,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

Find on map >>   Show street view

Structure Number: 17653,  Location: GRAYSVILLE INTERCHANGE (Lat: 33.645900,  Lng: -86.976600),  Route carried "under" structure: Interstate 22,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 12,470 (year 2020),  Truck Traffic: 15%,  Features Intersected: I - 22,  Facility Carried by Structure: AL - 5 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.438,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)