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

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Structure Number: 11000550081696B,  Location: 3.8 MI N HOLMES CL (Lat: 33.283350,  Lng: -89.787786),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.156,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 11000550081699A,  Location: 4.1 MI N HOLMES CL (Lat: 33.288397,  Lng: -89.787033),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.617,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081699B,  Location: 4.1 MI N HOLMES CL (Lat: 33.287503,  Lng: -89.786917),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.624,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081701A,  Location: 3.3 MI S SR 35 (Lat: 33.290750,  Lng: -89.786542),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.351,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081701B,  Location: 3.3 MI S SR 35 (Lat: 33.289950,  Lng: -89.786408),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.899,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081708A,  Location: 2.6 MI S SR 35 (Lat: 33.300194,  Lng: -89.784572),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.287,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081708B,  Location: 2.6 MI S SR 35 (Lat: 33.299711,  Lng: -89.784372),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.998,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081709,  Location: 2.5 MI S SR 35 (Lat: 33.301211,  Lng: -89.784058),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.167,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: December 2020

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Structure Number: 11000550081734A,  Location: I 55 OVER SR 35 (Lat: 33.336369,  Lng: -89.775197),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.167,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $144,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $170,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081734B,  Location: I 55 OVER SR 35 (Lat: 33.335958,  Lng: -89.774964),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.123,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $144,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $170,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081749A,  Location: 1.6 MI N SR 35 (Lat: 33.356814,  Lng: -89.772808),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.887,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 11000550081749B,  Location: 1.6 MI N SR 35 (Lat: 33.356325,  Lng: -89.772222),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.397,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 11000550081760A,  Location: 2.6 MI N SR 35 (Lat: 33.372750,  Lng: -89.771689),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.115,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $143,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $169,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081760B,  Location: 2.6 MI N SR 35 (Lat: 33.372325,  Lng: -89.771208),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.174,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $143,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $169,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081775A,  Location: 4.1 MI N SR 35 (Lat: 33.394103,  Lng: -89.769736),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAYES CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.738,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 6.1m (20.0ft),  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: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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: 9.38m (30.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $867,000,000,  Roadway Improvement Cost: $87,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000550081775B,  Location: 4.1 MI N SR 35 (Lat: 33.393442,  Lng: -89.769517),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HAYES CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.522,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 6.1m (20.0ft),  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: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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: 9.38m (30.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $867,000,000,  Roadway Improvement Cost: $87,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 210005100817,  Location: 3.4 MI N HOLMES CL (Lat: 33.262944,  Lng: -89.741772),  Route carried "on" structure: US 51,  Year Built: 1937,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 260 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 260 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.354,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  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: Satisfactory,  Superstructure: Fair,  Substructure: Serious,  Channel: Good,  Structural Evaluation: High priority of replacement,  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: > 39.9% below),  Length Of Structure Improvement: 5.53m (18.14ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $484,000,000,  Roadway Improvement Cost: $48,000,000,  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: 21000510081701,  Location: 3.5 MI N HOLMES CL (Lat: 33.263722,  Lng: -89.741450),  Route carried "on" structure: US 51,  Year Built: 1937,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 260 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 260 (year 2040),  Design Load: H 15,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: > 39.9% below),  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 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: 21000510081765,  Location: 4.8 MI S MONTGOMERY CL (Lat: 33.349619,  Lng: -89.753800),  Route carried "on" structure: US 51,  Year Built: 2000,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.661,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 210005100817931,  Location: 2.0 MI S MONTGOMERY CL (Lat: 33.387772,  Lng: -89.761161),  Route carried "on" structure: US 51,  Year Built: 2000,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.054,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 210005100817932,  Location: 2.0 MI S MONTGOMERY CL (Lat: 33.388725,  Lng: -89.761031),  Route carried "on" structure: US 51,  Year Built: 2000,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.160,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350081767,  Location: 1.2 MI N ATTALA CL (Lat: 33.299300,  Lng: -89.694783),  Route carried "on" structure: State highway 35,  Year Built: 1955,  Status: Open,  Structure Length: 31.39m (102.99ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 15,  Features Intersected: BIG BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.889,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 36.6m (120.1ft),  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: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 42.3 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.97m (121.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 30 months,  Inspection Date: May 2020,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $375,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350081772,  Location: 1.6 MI N ATTALA CL (Lat: 33.302536,  Lng: -89.702014),  Route carried "on" structure: State highway 35,  Year Built: 1955,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 15,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.652,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 9.1m (29.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $152,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350081774,  Location: 1.8 MI N ATTALA CL (Lat: 33.304253,  Lng: -89.705803),  Route carried "on" structure: State highway 35,  Year Built: 1955,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 15,  Features Intersected: HAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.053,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 24.4m (80.1ft),  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: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.83m (55.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $160,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350081778,  Location: 2.1 MI N ATTALA CL (Lat: 33.306711,  Lng: -89.711289),  Route carried "on" structure: State highway 35,  Year Built: 1955,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 15,  Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.632,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 9.1m (29.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 42.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.51m (34.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $976,000,000,  Roadway Improvement Cost: $98,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350081798,  Location: 0.1 MI E US 51 (Lat: 33.323492,  Lng: -89.736931),  Route carried "on" structure: State highway 35,  Year Built: 1954,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 15,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.886,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 56.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $475,000,000,  Roadway Improvement Cost: $48,000,000,  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: 3100035008185,  Location: 2.7 MI N I 55 (Lat: 33.363789,  Lng: -89.803578),  Route carried "on" structure: State highway 35,  Year Built: 1996,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.142,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004300080315,  Location: 3.0 MI W I 55 (Lat: 33.330675,  Lng: -89.829575),  Route carried "on" structure: State highway 430,  Year Built: 1966,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 530 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 530 (year 2040),  Design Load: HS 15,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.889,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $95,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $145,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004300080324,  Location: 4.5 MI W US 51 (Lat: 33.329211,  Lng: -89.814272),  Route carried "on" structure: State highway 430,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 530 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 530 (year 2040),  Design Load: HS 15,  Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.359,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 4100055008172,  Location: 1.5 MI S SR 35 (Lat: 33.315742,  Lng: -89.779653),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.242,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 65.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA0800000000001,  Location: SEC 1 T16N R 3E (Lat: 33.278889,  Lng: -89.944167),  Route carried "on" structure: County highway 43,  Year Built: 1960,  Status: Closed,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1 (year 2015),  Average Future Daily Traffic: 2 (year 2038),  Design Load: H 10,  Features Intersected: RELIEF FOR FANNEGUSHA CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Critical,  Superstructure: Serious,  Substructure: Serious,  Channel: Serious,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $230,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: SA0800000000022,  Location: SEC 13 T17N R 4E (Lat: 33.332722,  Lng: -89.838194),  Route carried "on" structure: County highway 47,  Year Built: 2003,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Design Load: HS 20,  Features Intersected: HAGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  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: 3,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0800000000039,  Location: SEC 4 T17N R 5E (Lat: 33.372583,  Lng: -89.774417),  Route carried "on" structure: County highway 22,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 20 (year 2020),  Average Future Daily Traffic: 30 (year 2042),  Design Load: H 10,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 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 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: 2.62m (8.60ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $418,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber

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Structure Number: SA080000000004,  Location: SEC 10 T17N R 5E (Lat: 33.351083,  Lng: -89.761972),  Route carried "on" structure: County highway 25,  Year Built: 2008,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 30 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 45 (year 2042),  Design Load: H 10,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 8.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 6.3 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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $198,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA0800000000042,  Location: SEC 10 T17N R 5E (Lat: 33.352361,  Lng: -89.761472),  Route carried "on" structure: County highway 25,  Year Built: 2011,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 30 (year 2015),  Average Future Daily Traffic: 45 (year 2035),  Design Load: HL 93,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  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: 12.2m (40.0ft),  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: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0800000000043,  Location: SEC 10 T17N R 5E (Lat: 33.353861,  Lng: -89.760944),  Route carried "on" structure: County highway 25,  Year Built: 1954,  Status: Posted for load,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 45 (year 2042),  Design Load: H 10,  Features Intersected: BCH OF HURRICANE CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 11.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.9 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: Better than present minimum 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: 3.34m (10.96ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $297,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $535,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA0800000000044,  Location: SEC 12 T17N R 5E (Lat: 33.350556,  Lng: -89.727778),  Route carried "on" structure: County highway 14,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 40 (year 2020),  Average Future Daily Traffic: 60 (year 2042),  Design Load: H 10,  Features Intersected: BCH OF HAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 15.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  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: 2.42m (7.94ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $387,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA0800000000045,  Location: SEC 13 T17N R 5E B (Lat: 33.337417,  Lng: -89.732250),  Route carried "on" structure: County highway 718,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 420 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2035),  Design Load: HS 20,  Features Intersected: HAYS CREEK RELIEF,  Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  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: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0800000000046,  Location: SEC 13 T17N R 5E B (Lat: 33.338861,  Lng: -89.730194),  Route carried "on" structure: County highway 718,  Year Built: 2005,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 420 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2035),  Design Load: HS 20,  Features Intersected: BCH OF HAYS CREEK,  Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  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: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0800000000047,  Location: SEC 13 T17N R 5E B (Lat: 33.339750,  Lng: -89.728861),  Route carried "on" structure: County highway 718,  Year Built: 2005,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 420 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2035),  Design Load: HS 20,  Features Intersected: HAYS CREEK,  Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  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: 3,  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: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0800000000048,  Location: SEC 13 T17N R 5E B (Lat: 33.340278,  Lng: -89.728083),  Route carried "on" structure: County highway 718,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 420 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2035),  Design Load: HS 20,  Features Intersected: HAYS CREEK RELIEF,  Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 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: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete