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

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Structure Number: 11000200381315A,  Location: 8.4 MI E NEWTON CL (Lat: 32.344122,  Lng: -88.773600),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BURWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.632,  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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 97.0 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 2021

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Structure Number: 11000200381315B,  Location: 8.4 MI E NEWTON CL (Lat: 32.342814,  Lng: -88.774389),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 16.98m (55.71ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 59 N RAMP TO I 20 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.760,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  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: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 70.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.98m (55.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $412,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $612,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200381318B,  Location: JCT I 59 I 20 (Lat: 32.343036,  Lng: -88.770542),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20,  Features Intersected: BURWELL BRANCH
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 14.124,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Inspection Date: April 2021

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Structure Number: 11000590381438A,  Location: 5.5 MI N CLARKE CL (Lat: 32.297886,  Lng: -88.805661),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OVER DIRT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.431,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $180,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $380,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381438B,  Location: 5.5 MI N CLARKE CL (Lat: 32.297197,  Lng: -88.805069),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OVER DIRT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.958,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $180,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $380,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381459,  Location: 7.4 MI N CLARKE CL (Lat: 32.318225,  Lng: -88.786025),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.059,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 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: Very good,  Structural Evaluation: Equal 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,  Inspection Date: May 2021

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Structure Number: 1100059038146,  Location: 7.5 MI N CLARKE CL (Lat: 32.319472,  Lng: -88.784661),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20,  Features Intersected: HOG NOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.247,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 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: Very good,  Structural Evaluation: Equal 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,  Inspection Date: May 2021

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Structure Number: 11000590381478,  Location: I 59 SOUTH OVER I 20 WEST (Lat: 32.341825,  Lng: -88.771564),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 7,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 59 NORTH TO I 20 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.180,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 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: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 72.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $246,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $446,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381479A,  Location: I 59 SOUTH OVER I 20 EAST (Lat: 32.343478,  Lng: -88.769856),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 7,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.935,  Lanes on structure: 2,  Lanes under 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 continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.0m (105.0ft),  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: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 65.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.93m (45.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $338,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $538,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381479B,  Location: 9.5 MI N CLARKE CL (Lat: 32.342250,  Lng: -88.769353),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BURWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.319,  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: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 97.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381483A,  Location: 0.8 MI E JCT I 20/I 59 (Lat: 32.345558,  Lng: -88.763231),  Route carried "on" structure: Interstate 59,  Year Built: 2008,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.266,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 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: 12.2m (40.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381484B,  Location: 0.8 MI E JCT I 59 I 20 (Lat: 32.344919,  Lng: -88.763683),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.931,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381485B,  Location: 0.9 MI E JCT I 59 I 20 (Lat: 32.345683,  Lng: -88.761336),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.167,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381486A,  Location: 0.9 MI E JCT I 59/I 20 (Lat: 32.346153,  Lng: -88.760953),  Route carried "on" structure: Interstate 59,  Year Built: 2008,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.042,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381490B,  Location: 1.4 MI E JCT I 59/I 20 (Lat: 32.347900,  Lng: -88.753317),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OKATIBEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.962,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381491A,  Location: 1.4 MI E JCT I 59/I 20 (Lat: 32.348486,  Lng: -88.752025),  Route carried "on" structure: Interstate 59,  Year Built: 2008,  Status: Open,  Structure Length: 16.81m (55.15ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 21,500 (year 2040),  Design Load: HS 20,  Features Intersected: OKATIBEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.162,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381497,  Location: 0.6 MI W JCT I 59 US 11 (Lat: 32.349989,  Lng: -88.745931),  Route carried "on" structure: Interstate 59,  Year Built: 1965,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 43,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 65TH AVE, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.696,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.86m (55.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $315,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $515,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381503,  Location: I20/I59 OVER US 11 SOUTH (Lat: 32.349650,  Lng: -88.735297),  Route carried "on" structure: Interstate 59,  Year Built: 1974,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 11, NORFOLK S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.728,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381509C,  Location: 0.6 MI E US 11 (Lat: 32.349008,  Lng: -88.725328),  Route carried "on" structure: Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOWASHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.674,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381512,  Location: 0.9 MI E US 11 (Lat: 32.349006,  Lng: -88.720286),  Route carried "on" structure: Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 54,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.149,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.60m (70.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $422,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381522,  Location: 1.9 MI E US 11 (Lat: 32.348975,  Lng: -88.702622),  Route carried "on" structure: Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 27.04m (88.71ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 67,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.813,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381530B,  Location: I 20/I 59 OVER SR 145 (Lat: 32.353228,  Lng: -88.691336),  Route carried "on" structure: Interstate 59,  Year Built: 1957,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 67,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 145
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.999,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Steel,  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: 28.4m (93.2ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Other Special Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $129,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381532,  Location: 0.2 MI E SR 145 SOUTH (Lat: 32.355053,  Lng: -88.688478),  Route carried "on" structure: Interstate 59,  Year Built: 1949,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 48,000 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.335,  Lanes on structure: 11,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $70,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $270,000,000

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Structure Number: 11000590381534,  Location: 0.4 MI E SR 145 SOUTH (Lat: 32.357072,  Lng: -88.685347),  Route carried "on" structure: Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 37.12m (121.78ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 48,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: M AND B RR, FRT RD CON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.706,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381542,  Location: 1.2 MI E SR 145 SOUTH (Lat: 32.364367,  Lng: -88.675394),  Route carried "on" structure: Interstate 59,  Year Built: 1949,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 48,000 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.948,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Inventory Rating: 81.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $49,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $298,000,000

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Structure Number: 11000590381544A,  Location: BONITA INTERCHANGE (Lat: 32.367375,  Lng: -88.672567),  Route carried "on" structure: Interstate 59,  Year Built: 1961,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 24,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 19 SOUTH/SR 39 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.893,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb 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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $112,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $312,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381544B,  Location: BONITA INTERCHANGE (Lat: 32.366811,  Lng: -88.672761),  Route carried "on" structure: Interstate 59,  Year Built: 1961,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 24,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 19 SOUTH/SR 39 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.315,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $112,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $312,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381564A,  Location: 1.9 MI N SR 19 SOUTH (Lat: 32.381897,  Lng: -88.644603),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 19,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KNIGHT PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.748,  Lanes on structure: 2,  Lanes under 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 continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381564B,  Location: 1.9 MI N SR 19 SOUTH (Lat: 32.381536,  Lng: -88.645222),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 19,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KNIGHT PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.439,  Lanes on structure: 2,  Lanes under 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 continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  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: 10.0m (32.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.38m (20.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $584,000,000,  Roadway Improvement Cost: $58,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590381589,  Location: 2.0 MI N US 45 (Lat: 32.389311,  Lng: -88.601911),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 44%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.604,  Lanes on structure: 4,  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: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 17000590381509B,  Location: 0.6 MI E US 11 (Lat: 32.349533,  Lng: -88.723761),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOWASHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000590381509D,  Location: 0.6 MI E US 11 (Lat: 32.348078,  Lng: -88.725581),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 1973,  Status: Open,  Structure Length: 13.50m (44.29ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOWASHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000590381509A,  Location: 0.6 MI E US 11 (Lat: 32.350333,  Lng: -88.724711),  Route carried "on" structure: ServiceOther road 59,  Year Built: 1973,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 20,  Features Intersected: SOWASHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000590381530A,  Location: ON NORTH FRONTAGE RD (Lat: 32.355011,  Lng: -88.693117),  Route carried "on" structure: ServiceOther road 59,  Year Built: 1973,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOWASHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000590381531,  Location: NE FRONTAGE RD (Lat: 32.355808,  Lng: -88.692281),  Route carried "on" structure: ServiceOther road 59,  Year Built: 1965,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,400 (year 2040),  Design Load: HS 20,  Features Intersected: SOWASHEE CREEK,  Facility Carried by Structure: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  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: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $118,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $318,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110381538,  Location: 3.9 MI N CLARKE CL (Lat: 32.280414,  Lng: -88.768664),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.188,  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: 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: Very good,  Substructure: Very good,  Channel: Very 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110381556,  Location: 5.7 MI N CLARKE CL (Lat: 32.304892,  Lng: -88.760675),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: HOGNOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.062,  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: 4,  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: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110381559,  Location: 6.0 MI N CLARKE CL (Lat: 32.308675,  Lng: -88.758497),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: OKTIBBEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 33.5m (109.9ft),  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: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present 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

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Structure Number: 21000110381561,  Location: 6.2 MI N CLARKE CL (Lat: 32.310978,  Lng: -88.757169),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.814,  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: 4,  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: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110381565,  Location: 6.4 MI N CLARKE CL (Lat: 32.315972,  Lng: -88.754294),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.430,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  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: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Inspection Date: March 2021

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Structure Number: 21000110381568,  Location: 6.7 MI N CLARKE CL (Lat: 32.320167,  Lng: -88.751881),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.948,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Inspection Date: March 2021

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Structure Number: 2100011038157,  Location: 6.9 MI N CLARKE CL (Lat: 32.323083,  Lng: -88.750203),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.309,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Inspection Date: March 2021