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

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Structure Number: 11000590340916A,  Location: 2.2 MI N US 11 (Lat: 31.659950,  Lng: -89.160567),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.346,  Lanes on structure: 2,  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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $757,000,000,  Roadway Improvement Cost: $76,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340916B,  Location: 2.2 MI N US 11 (Lat: 31.659186,  Lng: -89.160486),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.864,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $757,000,000,  Roadway Improvement Cost: $76,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340920A,  Location: I 59 OVER US 11 (Lat: 31.664500,  Lng: -89.159358),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.828,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $205,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $335,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340920B,  Location: I 59 OVER US 11 (Lat: 31.664117,  Lng: -89.159172),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.424,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $205,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $335,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340940A,  Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684981,  Lng: -89.132969),  Route carried "on" structure: Interstate 59,  Year Built: 2009,  Status: Open,  Structure Length: 60.33m (197.93ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20,  Features Intersected: US 11/AL GREAT SOUTH RR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.783,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11000590340940B,  Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684039,  Lng: -89.139244),  Route carried "on" structure: Interstate 59,  Year Built: 2009,  Status: Open,  Structure Length: 60.34m (197.97ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 11/AL GREAT SOUTH RR
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 34.887,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11000590340947,  Location: 0.9 MI N JCT US 84/SR 15 (Lat: 31.684986,  Lng: -89.130567),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20,  Features Intersected: 4TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.721,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $187,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $317,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340948,  Location: 1.0 MI N JCT US 84/SR 15 (Lat: 31.685317,  Lng: -89.128636),  Route carried "on" structure: Interstate 59,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20,  Features Intersected: MASONITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.908,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $187,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $317,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340951,  Location: 1.3 MI N JCT US84/SR15 (Lat: 31.686503,  Lng: -89.125461),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 42,000 (year 2040),  Design Load: HS 20,  Features Intersected: WALTERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.236,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $429,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $559,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340952,  Location: I 59 OVER SR 15 SOUTH (Lat: 31.687419,  Lng: -89.123339),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 42,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.461,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 32 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: 16.8m (55.1ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340961,  Location: I 59 OVER US 84 EAST (Lat: 31.697539,  Lng: -89.117272),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 21,000 (year 2040),  Design Load: HS 20,  Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.878,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  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: 16.8m (55.1ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $159,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $359,000,000 ( Estimate for 2035),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340970A,  Location: 1.0 MI N US 84 (Lat: 31.711453,  Lng: -89.111608),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.708,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.57m (74.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $218,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590340970B,  Location: 1.0 MI N US 84 (Lat: 31.710011,  Lng: -89.112572),  Route carried "on" structure: Interstate 59,  Year Built: 1959,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.390,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.57m (74.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $218,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000590340940C,  Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.685564,  Lng: -89.136536),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 2009,  Status: Open,  Structure Length: 11.10m (36.42ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: PEDESTRIAN/BICYCLE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17000590340940D,  Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.685000,  Lng: -89.134825),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 2009,  Status: Open,  Structure Length: 14.88m (48.82ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: MAGNOLIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17000590340940E,  Location: 0.5 MI N JCT US 84/SR 15 (Lat: 31.684072,  Lng: -89.137617),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 2009,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: ROYAL/MAGNOLIA STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21000110341019,  Location: 0.3 MI N I 59 (Lat: 31.665608,  Lng: -89.156139),  Route carried "on" structure: US 11,  Year Built: 1929,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,900 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTRY CLUB TRIB #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.974,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.24m (10.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $235,000,000,  Roadway Improvement Cost: $24,000,000,  Total Project Cost: $712,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100011034107,  Location: 0.6 MI S I 59 (Lat: 31.722128,  Lng: -89.113692),  Route carried "on" structure: US 11,  Year Built: 1994,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,700 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110341071,  Location: 0.5 MI S I 59 (Lat: 31.721831,  Lng: -89.111153),  Route carried "on" structure: US 11,  Year Built: 1994,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,700 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.283,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110341076,  Location: US 11 OVER I 59 (Lat: 31.721650,  Lng: -89.104336),  Route carried "on" structure: US 11,  Year Built: 1964,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,700 (year 2040),  Design Load: H 20,  Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.933,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341442A,  Location: 1.0 MI W SR 28 (Lat: 31.687803,  Lng: -89.226186),  Route carried "on" structure: US 84,  Year Built: 1995,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,500 (year 2040),  Design Load: HS 20,  Features Intersected: CHICKEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.800,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  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: 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341442B,  Location: 1.0 MI W SR 28 (Lat: 31.687358,  Lng: -89.226389),  Route carried "on" structure: US 84,  Year Built: 1996,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,500 (year 2040),  Design Load: HS 20,  Features Intersected: CHICKEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.052,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  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: 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341469,  Location: 1.4 MI E SR 28 (Lat: 31.693986,  Lng: -89.185200),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.291,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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,  Inventory Rating: 84.6 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: January 2020

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Structure Number: 21000840341470A,  Location: 1.5 MI E SR 28 (Lat: 31.693956,  Lng: -89.181911),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.278,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  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: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  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: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $328,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $633,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341470B,  Location: 1.5 MI E SR 28 (Lat: 31.693750,  Lng: -89.182367),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.560,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  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: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  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: Fair,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341471,  Location: 2.1 MI W SR 15 (Lat: 31.693511,  Lng: -89.179483),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.835,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 72.9 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,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $50,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $290,000,000

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Structure Number: 21000840341476,  Location: 1.6 MI W SR 15 (Lat: 31.692958,  Lng: -89.172800),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.471,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $45,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $284,000,000

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Structure Number: 21000840341477A,  Location: 2.2 MI E SR 28 (Lat: 31.692989,  Lng: -89.170203),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.161,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  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: Fair,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341477B,  Location: 2.2 MI E SR 28 (Lat: 31.692847,  Lng: -89.171211),  Route carried "on" structure: US 84,  Year Built: 1986,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.622,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  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: Fair,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341515,  Location: 0.3 MI E I 59 (Lat: 31.697572,  Lng: -89.112175),  Route carried "on" structure: US 84,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.627,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341517,  Location: 0.5 MI E I 59 (Lat: 31.697439,  Lng: -89.110431),  Route carried "on" structure: US 84,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 20.18m (66.21ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.792,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2020,  Underwater Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341519,  Location: 0.7 MI E I 59 (Lat: 31.697158,  Lng: -89.106222),  Route carried "on" structure: US 84,  Year Built: 1981,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.193,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: January 2020,  Bridge Improvement Cost: $63,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $305,000,000

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Structure Number: 21000840341539A,  Location: 2.7 MI E I 59 (Lat: 31.705567,  Lng: -89.072900),  Route carried "on" structure: US 84,  Year Built: 1992,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.582,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840341539B,  Location: 2.7 MI E I 59 (Lat: 31.705239,  Lng: -89.073358),  Route carried "on" structure: US 84,  Year Built: 1992,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.452,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: Good,  Operating Rating: 57.4 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000150340801,  Location: 0.6 MI S I 59 (Lat: 31.680469,  Lng: -89.114814),  Route carried "on" structure: State highway 15,  Year Built: 1983,  Status: Open,  Structure Length: 20.79m (68.21ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHALLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.481,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.79m (68.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $38,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $277,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000150340804,  Location: 0.3 MI S I 59 (Lat: 31.682200,  Lng: -89.118583),  Route carried "on" structure: State highway 15,  Year Built: 1983,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.887,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $6,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $240,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000150340826,  Location: US84/SR15 OVER I 59 (Lat: 31.683994,  Lng: -89.146694),  Route carried "on" structure: State highway 15,  Year Built: 1960,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.939,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $104,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $353,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3100184034154,  Location: 1.7 MI E US 84 (Lat: 31.697144,  Lng: -89.072928),  Route carried "on" structure: State highway 184,  Year Built: 2020,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HL 93,  Features Intersected: DRY SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 3100531065001,  Location: 1.0 MI N SR 28 (Lat: 31.839400,  Lng: -89.397908),  Route carried "on" structure: State highway 531,  Year Built: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: H 15,  Features Intersected: COLD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.592,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31005370340004,  Location: 0.6 MI N OF LAUREL (Lat: 31.734319,  Lng: -89.128292),  Route carried "on" structure: State highway 537,  Year Built: 1986,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 20,  Features Intersected: BEE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 31005370340008,  Location: 0.9 MI N OF LAUREL (Lat: 31.738214,  Lng: -89.124592),  Route carried "on" structure: State highway 537,  Year Built: 1958,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.122,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: January 2022