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

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Structure Number: 11000550081696A,  Location: 3.8 MI N HOLMES CL (Lat: 33.283497,  Lng: -89.788425),  Route carried "on" structure: Interstate 55,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.177,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 11000590550044A,  Location: I 59 OVER SR 43 (Lat: 30.517931,  Lng: -89.663503),  Route carried "on" structure: Interstate 59,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.829,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $212,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $400,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590550044B,  Location: I 59 OVER SR 43 (Lat: 30.517342,  Lng: -89.663456),  Route carried "on" structure: Interstate 59,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.996,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $212,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $400,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590550049A,  Location: I 59 OVER OLD SR 43 (Lat: 30.523953,  Lng: -89.660411),  Route carried "on" structure: Interstate 59,  Year Built: 1963,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.098,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $68,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $268,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590550049B,  Location: I 59 OVER OLD SR 43 (Lat: 30.523575,  Lng: -89.660306),  Route carried "on" structure: Interstate 59,  Year Built: 1963,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.751,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $68,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $268,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590550052A,  Location: 0.4 MI N SR 43 SOUTH (Lat: 30.528828,  Lng: -89.657758),  Route carried "on" structure: Interstate 59,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOBOLOCHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.500,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  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-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.8 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $163,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $293,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000590550052B,  Location: 0.4 MI N SR 43 SOUTH (Lat: 30.527842,  Lng: -89.657989),  Route carried "on" structure: Interstate 59,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HOBOLOCHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.274,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: 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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $163,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $293,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110550014,  Location: 4.4 MI S SR 43 NORTH (Lat: 30.486069,  Lng: -89.690667),  Route carried "on" structure: US 11,  Year Built: 1924,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,400 (year 2040),  Design Load: H 15,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 75.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $145,000,000,  Roadway Improvement Cost: $15,000,000,  Total Project Cost: $448,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21000110550113,  Location: 0.3 MI S SR 43 NORTH (Lat: 30.534044,  Lng: -89.675572),  Route carried "on" structure: US 11,  Year Built: 1948,  Status: Temporarily open,  Structure Length: 28.04m (91.99ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20,  Features Intersected: HOBOLOCHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.483,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 28,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 20.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  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: 33.43m (109.68ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $335,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000110550136,  Location: 1.3 MI N SR 43 NORTH (Lat: 30.564511,  Lng: -89.663908),  Route carried "on" structure: US 11,  Year Built: 1993,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,700 (year 2040),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.071,  Lanes on 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: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000410480016,  Location: 1.5 MI W US 45 (Lat: 34.000631,  Lng: -88.652061),  Route carried "on" structure: State highway 41,  Year Built: 1953,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: H 15,  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.150,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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: 31000430550232,  Location: SR 43 OVER I 59 (Lat: 30.543114,  Lng: -89.649383),  Route carried "on" structure: State highway 43,  Year Built: 1963,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.437,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.66m (28.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $213,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $398,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000430550249,  Location: 0.5 MI W US 11 (Lat: 30.547611,  Lng: -89.674775),  Route carried "on" structure: State highway 43,  Year Built: 1972,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,000 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.981,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  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: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000430550255,  Location: 1.0 MI S SR 43(SR43 SPUR) (Lat: 30.542917,  Lng: -89.698717),  Route carried "on" structure: State highway 43,  Year Built: 1974,  Status: Open,  Structure Length: 22.01m (72.21ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HS 20,  Features Intersected: HOBOLOCHITTO CREEK SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  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: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000430550261,  Location: 1.7 MI N US 11 (Lat: 30.554894,  Lng: -89.690850),  Route carried "on" structure: State highway 43,  Year Built: 1972,  Status: Open,  Structure Length: 21.64m (71.00ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,900 (year 2040),  Design Load: HS 20,  Features Intersected: HOBOLOCHITTO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.724,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  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: 16,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000430550269,  Location: 2.5 MI N US 11 (Lat: 30.560258,  Lng: -89.703239),  Route carried "on" structure: State highway 43,  Year Built: 1984,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.054,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $42,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $200,000,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 31000430550289,  Location: 4.5 MI N US 11 (Lat: 30.570864,  Lng: -89.732411),  Route carried "on" structure: State highway 43,  Year Built: 1984,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.105,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $42,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $200,000,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 31000430550309,  Location: 6.5 MI N US 11 (Lat: 30.589797,  Lng: -89.753728),  Route carried "on" structure: State highway 43,  Year Built: 1986,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,900 (year 2040),  Design Load: HS 20,  Features Intersected: SOLOMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.262,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $63,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $224,000,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: SA5500000000132,  Location: SEC 26 T 5S R17W (Lat: 30.590000,  Lng: -89.676111),  Route carried "on" structure: County highway 232,  Year Built: 2005,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 150 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2034),  Design Load: H 15,  Features Intersected: GEORGE BRANCH,  Facility Carried by Structure: RICHARDSON OZONA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5500000000133,  Location: SEC 27 T 5S R17W (Lat: 30.589917,  Lng: -89.697083),  Route carried "on" structure: County highway 228,  Year Built: 2000,  Status: Open,  Structure Length: 19.52m (64.04ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2034),  Design Load: HS 20,  Features Intersected: HOBOLOCHITTO CREEK,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000134,  Location: SEC 35 T 5S R17W (Lat: 30.562722,  Lng: -89.670222),  Route carried "on" structure: County highway 23,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2034),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: RICHARDSON OZONA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.793,  Lanes on structure: 2,  Owner: County 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: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: SA550000000014,  Location: SEC 36 T 5S R18W B (Lat: 30.573889,  Lng: -89.761944),  Route carried "on" structure: County highway 220,  Year Built: 2009,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,200 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,800 (year 2034),  Design Load: HS 20,  Features Intersected: LOTTS CREEK,  Facility Carried by Structure: WALKIAH BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000143,  Location: SEC 7 T 6S R17W B (Lat: 30.534478,  Lng: -89.732261),  Route carried "on" structure: County highway 124,  Year Built: 2010,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2043),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: BURNT BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000144,  Location: SEC 7 T 6S R17W B (Lat: 30.536133,  Lng: -89.734175),  Route carried "on" structure: County highway 124,  Year Built: 2010,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,100 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,650 (year 2041),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: BURNT BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000145,  Location: SEC 7 T 6S R17W B (Lat: 30.537122,  Lng: -89.735572),  Route carried "on" structure: County highway 124,  Year Built: 2010,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2043),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: BURNT BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.574,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000146,  Location: SEC 7 T 6S R17W B (Lat: 30.538167,  Lng: -89.737056),  Route carried "on" structure: County highway 124,  Year Built: 2009,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 1,100 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,650 (year 2034),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: BURNT BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000147,  Location: SEC 7 T 6S R17W B (Lat: 30.539639,  Lng: -89.740222),  Route carried "on" structure: County highway 124,  Year Built: 1975,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,100 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,650 (year 2034),  Design Load: HS 20,  Features Intersected: HOBOLOCHITTO,  Facility Carried by Structure: BURNT BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA5500000000149,  Location: SEC 21 T 6S R17W (Lat: 30.509778,  Lng: -89.705639),  Route carried "on" structure: County highway 7156,  Year Built: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2034),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: JACKSON LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: City or Municipal 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: 4.8m (15.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.7 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: 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: June 2020

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Structure Number: SA5500000000154,  Location: SEC 1 T 6S R18W (Lat: 30.558889,  Lng: -89.760000),  Route carried "on" structure: County highway 221,  Year Built: 1997,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 280 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 420 (year 2034),  Design Load: HS 20,  Features Intersected: LOTTS CREEK,  Facility Carried by Structure: GEORGE WALKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11000590550011,  Location: 1.0 MI N PEARL RIVER (Lat: 30.473547,  Lng: -89.684378),  Route carried "under" structure: Interstate 59,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 59,  Facility Carried by Structure: NORFOLK S RR
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.587,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 11000590550011,  Location: 1.0 MI N PEARL RIVER (Lat: 30.473547,  Lng: -89.684378),  Route carried "under" structure: Interstate 59,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 59,  Facility Carried by Structure: NORFOLK S RR
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 1.587,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 11000590550044A,  Location: I 59 OVER SR 43 (Lat: 30.517931,  Lng: -89.663503),  Route carried "under" structure: State highway 43,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2018),  Truck Traffic: 8%,  Features Intersected: SR 43,  Facility Carried by Structure: I 59
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 59.829,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000590550044A,  Location: I 59 OVER SR 43 (Lat: 30.517931,  Lng: -89.663503),  Route carried "under" structure: State highway 43,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 2018),  Truck Traffic: 8%,  Features Intersected: SR 43,  Facility Carried by Structure: I 59
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 59.829,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000590550044B,  Location: I 59 OVER SR 43 (Lat: 30.517342,  Lng: -89.663456),  Route carried "under" structure: State highway 43,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: SR 43,  Facility Carried by Structure: I 59
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 6.996,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 11000590550044B,  Location: I 59 OVER SR 43 (Lat: 30.517342,  Lng: -89.663456),  Route carried "under" structure: State highway 43,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 8%,  Features Intersected: SR 43,  Facility Carried by Structure: I 59
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 6.996,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 31000430550232,  Location: SR 43 OVER I 59 (Lat: 30.543100,  Lng: -89.649689),  Route carried "under" structure: Interstate 59,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,250 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 59,  Facility Carried by Structure: SR 43
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 10.142,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 31000430550232,  Location: SR 43 OVER I 59 (Lat: 30.543100,  Lng: -89.649989),  Route carried "under" structure: Interstate 59,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: I 59,  Facility Carried by Structure: SR 43
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 56.750,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.0m (82.0ft)