Bridge Statistics for Fulton, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21000780291028A,  Location: US 78 OVER SR 178 (Lat: 34.253556,  Lng: -88.460578),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 10.22m (33.53ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.045,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291028B,  Location: US 78 OVER SR 178 (Lat: 34.254028,  Lng: -88.461756),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 10.22m (33.53ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.296,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291038A,  Location: 6.1 MI E LEE CL (Lat: 34.244353,  Lng: -88.447756),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: BIG OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291038B,  Location: 6.1 MI E LEE CL (Lat: 34.244478,  Lng: -88.448394),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: BIG OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.920,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291052A,  Location: 7.5 MI E LEE CL (Lat: 34.232742,  Lng: -88.421253),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 75.05m (246.23ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.558,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 27,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291052B,  Location: 7.5 MI E LEE CL (Lat: 34.232125,  Lng: -88.429208),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 75.05m (246.23ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.171,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 27,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291059A,  Location: 8.2 MI E LEE CL (Lat: 34.240467,  Lng: -88.407633),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 105.53m (346.23ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: TENNTOM MISSISSIPPIAN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.036,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.0m (52.5ft), Horizontal Clearance: 91.0m (298.6ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 121.9m (399.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.1 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291059B,  Location: 8.2 MI E LEE CL (Lat: 34.234717,  Lng: -88.416797),  Route carried "on" structure: Interstate 22,  Year Built: 1984,  Status: Open,  Structure Length: 105.53m (346.23ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: TENNTOM MISSISSIPPIAN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.399,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.0m (52.5ft), Horizontal Clearance: 91.0m (298.6ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 121.9m (399.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.1 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291094A,  Location: 11.7 MI E LEE CL (Lat: 34.243014,  Lng: -88.359425),  Route carried "on" structure: Interstate 22,  Year Built: 1988,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 11,500 (year 2040),  Design Load: HS 20,  Features Intersected: REEDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.452,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291094B,  Location: 11.7 MI E LEE CL (Lat: 34.242967,  Lng: -88.360278),  Route carried "on" structure: Interstate 22,  Year Built: 1988,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 11,500 (year 2040),  Design Load: HS 20,  Features Intersected: REEDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.942,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291107A,  Location: 13.0 MI E LEE CL (Lat: 34.237328,  Lng: -88.339358),  Route carried "on" structure: State highway 25,  Year Built: 1988,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HS 20,  Features Intersected: I 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.459,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 21000780291107B,  Location: 13.0 MI E LEE CL (Lat: 34.236378,  Lng: -88.339467),  Route carried "on" structure: State highway 25,  Year Built: 1988,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HS 20,  Features Intersected: I 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.487,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3100025029157,  Location: 9.8 MI N MONROE CL (Lat: 34.205389,  Lng: -88.375719),  Route carried "on" structure: State highway 25,  Year Built: 1951,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 15,  Features Intersected: REED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.206,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.85m (25.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $722,000,000,  Roadway Improvement Cost: $72,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000250291601A,  Location: 12.9 MI N MONROE CL (Lat: 34.242869,  Lng: -88.402931),  Route carried "on" structure: State highway 25,  Year Built: 1984,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 1,950 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,550 (year 2040),  Design Load: HS 20,  Features Intersected: I 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.320,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250291601B,  Location: 12.9 MI N MONROE CL (Lat: 34.242044,  Lng: -88.402492),  Route carried "on" structure: State highway 25,  Year Built: 1984,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 1,950 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,550 (year 2040),  Design Load: HS 20,  Features Intersected: I 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.171,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250291603,  Location: 13.0 MI N MONROE CL (Lat: 34.244289,  Lng: -88.403097),  Route carried "on" structure: State highway 25,  Year Built: 1985,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.425,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 31000250291604,  Location: 13.1 MI N MONROE CL (Lat: 34.246325,  Lng: -88.403628),  Route carried "on" structure: State highway 25,  Year Built: 1985,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 31001780291027,  Location: 4.6 MI E LEE CL (Lat: 34.252614,  Lng: -88.476861),  Route carried "on" structure: State highway 178,  Year Built: 1949,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 15,  Features Intersected: MANTACHIE CANAL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.383,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 46.3m (151.9ft),  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: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $113,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31001780291028,  Location: 4.7 MI E LEE CL (Lat: 34.252117,  Lng: -88.474017),  Route carried "on" structure: State highway 178,  Year Built: 1947,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 15,  Features Intersected: OLD CREEK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.651,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.8 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $392,000,000,  Roadway Improvement Cost: $39,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31001780291048,  Location: 6.1 MI E LEE CL (Lat: 34.264800,  Lng: -88.445786),  Route carried "on" structure: State highway 178,  Year Built: 1931,  Status: Posted for load,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 15,  Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.762,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $175,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $354,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3100178029105,  Location: 6.3 MI E LEE CL (Lat: 34.267189,  Lng: -88.442569),  Route carried "on" structure: State highway 178,  Year Built: 1931,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.160,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $51,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $210,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31001780291052,  Location: 6.5 MI E LEE CL (Lat: 34.268714,  Lng: -88.439986),  Route carried "on" structure: State highway 178,  Year Built: 1931,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.451,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $41,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $198,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31001780291054,  Location: 6.7 MI E LEE CL (Lat: 34.269717,  Lng: -88.437533),  Route carried "on" structure: State highway 178,  Year Built: 1938,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.704,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 30 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $392,000,000,  Roadway Improvement Cost: $39,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31001780291057,  Location: 7.0 MI E LEE CL (Lat: 34.271408,  Lng: -88.432244),  Route carried "on" structure: State highway 178,  Year Built: 1938,  Status: Posted for load,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Channel: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 30 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $90,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $255,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41000780291085,  Location: 10.8 MI E LEE CL (Lat: 34.245483,  Lng: -88.375072),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 670 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 670 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: HARDENS CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.323,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780291113,  Location: 13.6 MI E LEE CL (Lat: 34.233531,  Lng: -88.329939),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 9.52m (31.23ft),  Average Daily Traffic: 510 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 510 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: CLAY TILDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.484,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA2900000000051,  Location: SEC 24 T 9S R 8E B (Lat: 34.282664,  Lng: -88.408517),  Route carried "on" structure: City street 864,  Year Built: 2010,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,400 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,100 (year 2034),  Design Load: HS 20,  Features Intersected: CUMMINGS CREEK,  Facility Carried by Structure: N. CUMMINGS ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000052,  Location: SEC 24 T 9S R 8E B (Lat: 34.281000,  Lng: -88.412250),  Route carried "on" structure: County highway 569,  Year Built: 1982,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 1,700 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,550 (year 2035),  Design Load: HS 20,  Features Intersected: CUMMINGS CREEK,  Facility Carried by Structure: INDUSTRIAL ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA2900000000053,  Location: SEC 36 T 9S R 8E B (Lat: 34.252444,  Lng: -88.417778),  Route carried "on" structure: County highway 125,  Year Built: 1985,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 900 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,350 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: INDUSTRIAL ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000054,  Location: SEC 36 T 9S R 8E B (Lat: 34.258611,  Lng: -88.421944),  Route carried "on" structure: County highway 125,  Year Built: 1985,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 900 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,350 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: INDUSTRIAL ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000056,  Location: SEC 9 T 9S R 9E (Lat: 34.321306,  Lng: -88.367361),  Route carried "on" structure: County highway 141,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 45 (year 2021),  Average Future Daily Traffic: 68 (year 2043),  Design Load: H 10,  Features Intersected: CUMMINGS CREEK,  Facility Carried by Structure: YOUNG ROAD N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA2900000000062,  Location: SEC 33 T 9S R 9E (Lat: 34.257722,  Lng: -88.359472),  Route carried "on" structure: County highway 147,  Year Built: 1999,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 80 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: SPENCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000063,  Location: SEC 33 T 9S R 9E (Lat: 34.257333,  Lng: -88.359444),  Route carried "on" structure: County highway 163,  Year Built: 1985,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Design Load: H 15,  Features Intersected: REEDS CREEK,  Facility Carried by Structure: SPENCER WALLACE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 13.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $345,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA2900000000064,  Location: SEC 33 T 9S R 9E (Lat: 34.257611,  Lng: -88.360306),  Route carried "on" structure: County highway 163,  Year Built: 2002,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 75 (year 2035),  Design Load: HS 20,  Features Intersected: EAST BRANCH REEDS CREEK,  Facility Carried by Structure: O. GUNTHARP RD. S.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000089,  Location: SEC 1 T10S R 8E B (Lat: 34.246167,  Lng: -88.407000),  Route carried "on" structure: County highway 125,  Year Built: 1985,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 900 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,350 (year 2036),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: INDUSTRAIL ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  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: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: SA290000000009,  Location: SEC 10 T10S R 8E B (Lat: 34.226972,  Lng: -88.452278),  Route carried "on" structure: County highway 1009,  Year Built: 2005,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 120 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 180 (year 2022),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK SOUTH BR,  Facility Carried by Structure: PEPPERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.473,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000092,  Location: SEC 10 T10S R 8E B (Lat: 34.231250,  Lng: -88.451611),  Route carried "on" structure: County highway 1009,  Year Built: 1955,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 120 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 180 (year 2036),  Design Load: H 15,  Features Intersected: MANTACHIE CREEK NORTH BR,  Facility Carried by Structure: PEPPER TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.955,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000093,  Location: SEC 13 T10S R 8E B (Lat: 34.206667,  Lng: -88.418389),  Route carried "on" structure: County highway 1892,  Year Built: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 480 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 720 (year 2036),  Design Load: H 15,  Features Intersected: MOORES CREEK EAST BRANCH,  Facility Carried by Structure: VAN BUREN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.013,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: SA2900000000094,  Location: SEC 14 T10S R 8E B (Lat: 34.214167,  Lng: -88.422222),  Route carried "on" structure: County highway 1892,  Year Built: 1995,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 480 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 720 (year 2036),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK,  Facility Carried by Structure: VAN BUREN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.818,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000095,  Location: SEC 16 T10S R 8E B (Lat: 34.209417,  Lng: -88.459028),  Route carried "on" structure: County highway 1009,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 60 (year 2016),  Average Future Daily Traffic: 90 (year 2036),  Design Load: HS 20,  Features Intersected: MOORES CREEK,  Facility Carried by Structure: PEPPER TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: SA2900000000101,  Location: SEC 9 T10S R 9E (Lat: 34.232472,  Lng: -88.361472),  Route carried "on" structure: County highway 321,  Year Built: 2003,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 75 (year 2036),  Design Load: HS 20,  Features Intersected: REEDS CREEK,  Facility Carried by Structure: BENSON & JONES RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete