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

Find on map >>   Show street view

Structure Number: 8761,  Location: 300 FT W OF EASTERN BLVD (Lat: 32.371131,  Lng: -86.210589),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,800 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,040 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SHIRLEY LN
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $379,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $417,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 8766,  Location: 200 FT W OF AVONDALE ST (Lat: 32.369125,  Lng: -86.247861),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 600 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 707 (year 2038),  Design Load: H 15,  Features Intersected: SHERWOOD DITCH,  Facility Carried by Structure: DUQUESNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $689,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 8773,  Location: 0.2 MI W OF PERRY HILL RD (Lat: 32.367072,  Lng: -86.247725),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,050 (year 2038),  Design Load: H 15,  Features Intersected: SHERWOOD DITCH,  Facility Carried by Structure: HARRISON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.099,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $403,000 ( 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: 8787,  Location: 0.17 MI W THOMAS AVE (Lat: 32.341786,  Lng: -86.289739),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 555 (year 2038),  Design Load: H 15,  Features Intersected: AUDUBON DITCH,  Facility Carried by Structure: AUGUSTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $894,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $983,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 8792,  Location: 200 FT W OF BOXWOOD DR (Lat: 32.341933,  Lng: -86.270300),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 300 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 353 (year 2040),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: WILDWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $937,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 8821,  Location: 200 FT W OF SUNSHINE DR (Lat: 32.322850,  Lng: -86.292222),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 800 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,020 (year 2038),  Design Load: H 15,  Features Intersected: AUDUBON DITCH,  Facility Carried by Structure: BUCKINGHAM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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,  Waterway Adequacy: Equal to present desirable 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: May 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $385,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 8867,  Location: 0.5 MI E OF BELL RD (Lat: 32.338536,  Lng: -86.187142),  Route carried "on" structure: City street 110,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,500 (year 1990),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,620 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.799,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $596,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9001,  Location: 0.3 MI.N.OF US 31 (Lat: 32.270144,  Lng: -86.352644),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 49,500 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 62,713 (year 2033),  Design Load: H 20,  Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.027,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,966,000,  Roadway Improvement Cost: $497,000,  Total Project Cost: $5,463,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9003,  Location: 1.0 MI N OF I65 (Lat: 32.366667,  Lng: -86.306667),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 3,747 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,817 (year 2028),  Design Load: HS 20,  Features Intersected: I85,  Facility Carried by Structure: LAWRENCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.093,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.5 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.01m (26.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,132,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $3,445,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9004,  Location: 4.15 MI N OF E BYPASS (Lat: 32.366825,  Lng: -86.143867),  Route carried "on" structure: Interstate 85,  Year Built: 1966,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 22,965 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,267 (year 2033),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.251,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,135,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $2,349,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9005,  Location: 4.15 MI N OF E BYPASS (Lat: 32.367019,  Lng: -86.144242),  Route carried "on" structure: Interstate 85,  Year Built: 1966,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 22,965 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 30,267 (year 2033),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.251,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,992,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $2,191,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9006,  Location: MITYLENE INTERCHANGE (Lat: 32.367783,  Lng: -86.138650),  Route carried "on" structure: Interstate 85,  Year Built: 1966,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 19,245 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,364 (year 2033),  Design Load: HS 20,  Features Intersected: AL 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.733,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.26m (20.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,761,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,937,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9007,  Location: MITYLENE INTERCHANGE (Lat: 32.368333,  Lng: -86.138333),  Route carried "on" structure: Interstate 85,  Year Built: 1966,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 19,245 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,364 (year 2033),  Design Load: HS 20,  Features Intersected: AL 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.733,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.26m (20.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,761,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,937,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 901,  Location: 0.9 MI N OF MITYLENE EXIT (Lat: 32.366694,  Lng: -86.116811),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 6,870 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,202 (year 2033),  Design Load: HS 20,  Features Intersected: JENKINS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,312,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9074,  Location: 150 FT E OF NOTTINGHAM RD (Lat: 32.379589,  Lng: -86.251100),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 250 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 356 (year 2038),  Design Load: H 15,  Features Intersected: SHERWOOD DITCH,  Facility Carried by Structure: SHERWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: May 2020,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $421,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9276,  Location: I65 AND AL 6 INTERCHANGE (Lat: 32.326667,  Lng: -86.335000),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 32,555 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 41,245 (year 2033),  Design Load: HS 20,  Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 270.688,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,902,000,  Roadway Improvement Cost: $590,000,  Total Project Cost: $6,492,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9278,  Location: 0.1 MI.N.OF S.BYPASS (Lat: 32.330000,  Lng: -86.333333),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 67,450 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 85,454 (year 2033),  Design Load: HS 20,  Features Intersected: CLOVERLAND DITCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 270.967,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 11 degrees,  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: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 9279,  Location: 1.1 MI.N.OF S.BYPASS (Lat: 32.342933,  Lng: -86.326319),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 33,725 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,727 (year 2033),  Design Load: HS 20,  Features Intersected: SCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.578,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,526,000,  Roadway Improvement Cost: $453,000,  Total Project Cost: $4,979,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9281,  Location: 1.2 MI.N.OF S.BYPASS (Lat: 32.344453,  Lng: -86.325122),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 33,725 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 42,727 (year 2033),  Design Load: HS 20,  Features Intersected: EDGEMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 272.787,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.5m (106.6ft),  Skew: 33 degrees,  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: 32.0m (105.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.24m (23.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,463,000,  Roadway Improvement Cost: $546,000,  Total Project Cost: $6,009,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9283,  Location: 0.1 MI.S.OF FAIRVIEW AVE. (Lat: 32.350000,  Lng: -86.323333),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 74,830 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 94,804 (year 2033),  Design Load: HS 20,  Features Intersected: GENETTA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.569,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $7,763,000,  Roadway Improvement Cost: $776,000,  Total Project Cost: $8,539,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9284,  Location: I65 * FAIRVIEW AVE INTCHG (Lat: 32.331667,  Lng: -86.333333),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 37,415 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,402 (year 2033),  Design Load: HS 20,  Features Intersected: FAIRVIEW AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.717,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,552,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,807,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9324,  Location: 0.3 MI W OF EASTERN BLVD (Lat: 32.389897,  Lng: -86.215514),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,500 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,080 (year 2038),  Design Load: H 15,  Features Intersected: HOLY WATER CREEK,  Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.300,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.3 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $609,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 9325,  Location: 0.33 MI E OF EASTERN BLVD (Lat: 32.392692,  Lng: -86.205797),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,000 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,140 (year 2038),  Design Load: H 15,  Features Intersected: EASTDALE DITCH,  Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.898,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.31m (10.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 9329,  Location: .8 MI N OF US 80 E (Lat: 32.372658,  Lng: -86.101375),  Route carried "on" structure: County highway 12,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,000 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: H 10,  Features Intersected: TEMPLE BRANCH,  Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  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: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $452,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $497,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 9331,  Location: 5.8 MI NW OF US 80E (Lat: 32.411667,  Lng: -86.156258),  Route carried "on" structure: County highway 12,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,000 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: H 15,  Features Intersected: DRAINAGE RELIEF,  Facility Carried by Structure: WARES FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  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: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $452,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $497,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 9332,  Location: 0.64 MI S OF RIVERSIDE RD (Lat: 32.406475,  Lng: -86.162981),  Route carried "on" structure: County highway 12,  Year Built: 1967,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,200 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,030 (year 2040),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: WARES FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.900,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $281,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 9338,  Location: 2.7 MI N OF SR 80 (Lat: 32.341667,  Lng: -86.430000),  Route carried "on" structure: County highway 17,  Year Built: 1967,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 450 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: H 15,  Features Intersected: ANTIOCH BRANCH,  Facility Carried by Structure: MITCHELL-YOUNG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $649,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9427,  Location: 0.24 MI W OF TAYLOR RD (Lat: 32.338536,  Lng: -86.183350),  Route carried "on" structure: City street 110,  Year Built: 1967,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,500 (year 1990),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,620 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.998,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  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: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,268,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,395,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9428,  Location: 0.3 MI.E. PERRY HILL RD (Lat: 32.348592,  Lng: -86.239922),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,000 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,260 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.600,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  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: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: September 2020,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $928,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9429,  Location: 0.6 MI E PERRY HILL ROAD (Lat: 32.347317,  Lng: -86.235444),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,000 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,000 (year 2038),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: VAUGHN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.899,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $871,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $958,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 943,  Location: 5.3 MI.E.OF EASTERNBYPASS (Lat: 32.338333,  Lng: -86.136667),  Route carried "on" structure: County highway 626,  Year Built: 1967,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 12,300 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,950 (year 2041),  Design Load: H 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $995,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,095,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 9528,  Location: 2.0 MI.S.OF SOU.BLVD. (Lat: 32.306667,  Lng: -86.336667),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 184 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 289 (year 2028),  Design Load: HS 20,  Features Intersected: I65,  Facility Carried by Structure: CITY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.318,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,822,000,  Roadway Improvement Cost: $282,000,  Total Project Cost: $3,104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9542,  Location: 1.82 MI N OF I65 (Lat: 32.366178,  Lng: -86.291436),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 9,945 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,529 (year 2028),  Design Load: HS 20,  Features Intersected: I85,  Facility Carried by Structure: HALL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.930,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.98m (39.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,337,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $5,871,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9543,  Location: 1.8 MI.S.OF E.BYPASS (Lat: 32.358864,  Lng: -86.244064),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 6,218 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,067 (year 2028),  Design Load: HS 20,  Features Intersected: I85,  Facility Carried by Structure: PERRY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.845,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.07m (33.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,079,000,  Roadway Improvement Cost: $608,000,  Total Project Cost: $6,687,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9683,  Location: 0.22 MI E OF ANN ST (Lat: 32.372464,  Lng: -86.267172),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 5,500 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,120 (year 2038),  Design Load: H 15,  Features Intersected: THREE MILE BRANCH,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $871,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $958,000 ( 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: 9688,  Location: 200 FT S OF PINEBROOK DR (Lat: 32.388303,  Lng: -86.193669),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 560 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 784 (year 2038),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: NATURE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $560,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: 978,  Location: BELL ST(OLD AL 108)* I-65 (Lat: 32.377519,  Lng: -86.322506),  Route carried "on" structure: City street 108,  Year Built: 1968,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 9,720 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,707 (year 2028),  Design Load: HS 20,  Features Intersected: I-65 AND RAMPS I AND J,  Facility Carried by Structure: BELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.631,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,781,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $5,259,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9924,  Location: 2.34 MI N OF I65 (Lat: 32.365344,  Lng: -86.282881),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 101,470 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 133,733 (year 2033),  Design Load: HS 20,  Features Intersected: MULBERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.764,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $6,097,000,  Roadway Improvement Cost: $610,000,  Total Project Cost: $6,707,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9926,  Location: 2.7 MI.N.OF I65 (Lat: 32.365575,  Lng: -86.276794),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 109,830 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 144,752 (year 2033),  Design Load: HS 20,  Features Intersected: RYAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.0m (108.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.07m (16.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,764,000,  Roadway Improvement Cost: $476,000,  Total Project Cost: $5,240,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9928,  Location: 3.0 MI.N.OF I65 (Lat: 32.365925,  Lng: -86.270994),  Route carried "on" structure: Interstate 85,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 109,830 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 144,752 (year 2033),  Design Load: HS 20,  Features Intersected: ANN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.826,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,221,000,  Roadway Improvement Cost: $522,000,  Total Project Cost: $5,743,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place