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

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Structure Number: 11000200381245A,  Location: 1.7 MI E NEWTON CL (Lat: 32.345811,  Lng: -88.885481),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TALLAHATTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.734,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 5,  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: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $200,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $400,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200381245B,  Location: 1.7 MI E NEWTON CL (Lat: 32.345350,  Lng: -88.886317),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TALLAHATTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.691,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 5,  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: Good,  Channel: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $200,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $400,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511193A,  Location: 4.0 MI E SR 503 (Lat: 32.343117,  Lng: -88.974536),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHUNKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.658,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 8,  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: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 11.89m (39.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $288,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $488,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511193B,  Location: 4.0 MI E SR 503 (Lat: 32.342650,  Lng: -88.975761),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHUNKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.592,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 8,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 11.89m (39.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $288,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $488,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511197A,  Location: 4.4 MI E SR 503 (Lat: 32.343542,  Lng: -88.967767),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MT. PLEASANT CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.018,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  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: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $114,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $314,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511197B,  Location: 4.4 MI E SR 503 (Lat: 32.343111,  Lng: -88.968233),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MT. PLEASANT CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.303,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  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,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $114,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $314,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511212A,  Location: 5.9 MI E SR 503 (Lat: 32.342811,  Lng: -88.942100),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TONACANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $114,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $314,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200511212B,  Location: 5.9 MI E SR 503 (Lat: 32.342189,  Lng: -88.942686),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TONACANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.720,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $114,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $314,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800381231,  Location: 0.1 MI E NEWTON CL (Lat: 32.327597,  Lng: -88.912442),  Route carried "on" structure: US 80,  Year Built: 1928,  Status: Posted for load,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.217,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $499,000,000,  Roadway Improvement Cost: $50,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800381233,  Location: 0.3 MI E NEWTON CL (Lat: 32.326436,  Lng: -88.909533),  Route carried "on" structure: US 80,  Year Built: 1929,  Year Reconstructed: 1994,  Status: Posted for load,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.525,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 14.19m (46.56ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $133,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800381235,  Location: 0.5 MI E NEWTON CL (Lat: 32.324689,  Lng: -88.906814),  Route carried "on" structure: US 80,  Year Built: 1928,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.856,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 35.6 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $313,000,000,  Roadway Improvement Cost: $31,000,000,  Total Project Cost: $932,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800381256,  Location: 2.5 MI E NEWTON CL (Lat: 32.327103,  Lng: -88.873125),  Route carried "on" structure: US 80,  Year Built: 1953,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHATTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.146,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: April 2021,  Bridge Improvement Cost: $380,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $664,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800511195,  Location: 3.1 MI E SR 503 (Lat: 32.324650,  Lng: -88.974222),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.086,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.13m (16.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $436,000,000,  Roadway Improvement Cost: $44,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800511198,  Location: 3.4 MI E SR 503 (Lat: 32.325464,  Lng: -88.968386),  Route carried "on" structure: US 80,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.643,  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: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 21000800511214,  Location: 5.1 MI E SR 503 (Lat: 32.325950,  Lng: -88.940483),  Route carried "on" structure: US 80,  Year Built: 1929,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: H 15,  Features Intersected: TONACANA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.272,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $309,000,000,  Roadway Improvement Cost: $31,000,000,  Total Project Cost: $921,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800511225,  Location: 6.2 MI E SR 503 (Lat: 32.326389,  Lng: -88.922033),  Route carried "on" structure: US 80,  Year Built: 1929,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.015,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 20.23m (66.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $194,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200381239,  Location: 1.0 MI E NEWTON CL (Lat: 32.344106,  Lng: -88.897197),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: PEAVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.248,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4100020038125,  Location: 2.1 MI E NEWTON CL (Lat: 32.345681,  Lng: -88.879161),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 90 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 90 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: SUQUALENA MEEHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.477,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200511208A,  Location: 5.5 MI E SR 503 (Lat: 32.342697,  Lng: -88.949433),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 80 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.897,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200511208B,  Location: 5.5 MI E SR 503 (Lat: 32.343425,  Lng: -88.949544),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 80 (year 2040),  Design Load: HS 15,  Features Intersected: I 20,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $9,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $242,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000200511219,  Location: SR 889 OVER I 20 (Lat: 32.341889,  Lng: -88.931211),  Route carried "on" structure: State highway 889,  Year Built: 1965,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.761,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3800000000019,  Location: SEC 5 T 5N R14E (Lat: 32.309278,  Lng: -88.892025),  Route carried "on" structure: County highway 340,  Year Built: 1983,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 370 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: HS 15,  Features Intersected: CHUNKY RIVER RELIEF,  Facility Carried by Structure: POINT WANITA LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.782,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $960,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,110,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA380000000002,  Location: SEC 5 T 5N R14E B (Lat: 32.310675,  Lng: -88.890669),  Route carried "on" structure: County highway 340,  Year Built: 1957,  Status: Posted for load,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: H 15,  Features Intersected: CHUNKY RIVER,  Facility Carried by Structure: POINT-WANITA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.943,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,360,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,560,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000063,  Location: SEC 7 T 6N R14E (Lat: 32.370222,  Lng: -88.904028),  Route carried "on" structure: County highway 1185,  Year Built: 2009,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHATTA CREEK,  Facility Carried by Structure: PEAVY RD NORT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.081,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $540,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000064,  Location: SEC 7 T 6N R14E (Lat: 32.371611,  Lng: -88.901889),  Route carried "on" structure: County highway 1523,  Year Built: 2009,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 120 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 180 (year 2040),  Design Load: HS 20,  Features Intersected: BOGUE FLOWER CREEK,  Facility Carried by Structure: BOGUE STATINEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $400,000 ( Estimate for 2020)

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Structure Number: SA3800000000067,  Location: SEC 17 T 6N R14E B (Lat: 32.361750,  Lng: -88.887250),  Route carried "on" structure: County highway 1523,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 180 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2041),  Design Load: H 15,  Features Intersected: STATINEA CREEK,  Facility Carried by Structure: SUQUALENA-MEEHAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $380,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3800000000072,  Location: SEC 32 T 6N R14E B (Lat: 32.313889,  Lng: -88.889167),  Route carried "on" structure: County highway 340,  Year Built: 1983,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: HS 15,  Features Intersected: CHUNKY RIVER RELIEF,  Facility Carried by Structure: POINT-WANITA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.426,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.33m (24.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $960,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,110,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA380000000A038,  Location: SEC 15 T 5N R16E (Lat: 32.271364,  Lng: -88.925639),  Route carried "on" structure: County highway 936,  Year Built: 2021,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 60 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 90 (year 2040),  Design Load: HS 20,  Features Intersected: LONG CREEK,  Facility Carried by Structure: PURVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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 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: 9.7m (31.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $560,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $710,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA5100000000062,  Location: SEC 14 T 6N R13E B (Lat: 32.355222,  Lng: -88.947111),  Route carried "on" structure: County highway 31,  Year Built: 1990,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: TONACANA CREEK,  Facility Carried by Structure: LAZY ACRES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 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: October 2020

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Structure Number: SA5100000000064,  Location: SEC 26 T 6N R13E (Lat: 32.330278,  Lng: -88.941972),  Route carried "on" structure: County highway 33,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 120 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 180 (year 2041),  Design Load: H 15,  Features Intersected: TONACANA CREEK,  Facility Carried by Structure: TRUELIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA5100000000067,  Location: SEC 33 T 6N R13E (Lat: 32.312886,  Lng: -88.974258),  Route carried "on" structure: County highway 9,  Year Built: 1992,  Status: Posted for load,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 64 (year 2018),  Average Future Daily Traffic: 96 (year 2038),  Design Load: H 15,  Features Intersected: POTTERCHITTO CREEK,  Facility Carried by Structure: BUCKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 8.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $279,000 ( Estimate for 2015),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA5100000000068,  Location: SEC 35 T 6N R13E (Lat: 32.321336,  Lng: -88.931706),  Route carried "on" structure: County highway 5,  Year Built: 1922,  Status: Closed,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 135 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 149 (year 2041),  Design Load: HS 20,  Features Intersected: CHUNKY RIVER,  Facility Carried by Structure: GRIFFIS FOUNTAIN
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 12.874,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.4m (11.2ft)

Condition: Deck: Poor,  Superstructure: Imminent failure,  Substructure: Fair,  Channel: Good,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: November 2018,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $672,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: SA5100000000158,  Location: SEC 14 T 6N R13E (Lat: 32.365278,  Lng: -88.931111),  Route carried "on" structure: County highway 443,  Year Built: 2006,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB OF TONACANA CREEK,  Facility Carried by Structure: CHUNKY DUFFEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.350,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 41000200381239,  Location: 1.0 MI E NEWTON CL (Lat: 32.344550,  Lng: -88.897331),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: PEAVY ROAD
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 12.857,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 41000200381239,  Location: 1.0 MI E NEWTON CL (Lat: 32.344319,  Lng: -88.897261),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: PEAVY ROAD
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 1.654,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4100020038125,  Location: 2.1 MI E NEWTON CL (Lat: 32.345900,  Lng: -88.879119),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SUQUALENA MEEHAN
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 3.372,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4100020038125,  Location: 2.1 MI E NEWTON CL (Lat: 32.346139,  Lng: -88.879069),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SUQUALENA MEEHAN
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 11.129,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 41000200511208A,  Location: 5.5 MI E SR 503 (Lat: 32.342911,  Lng: -88.949469),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 36.077,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000200511208B,  Location: 5.5 MI E SR 503 (Lat: 32.343600,  Lng: -88.949569),  Route carried "under" structure: Interstate 20,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 41000200511219,  Location: SR 889 OVER I 20 (Lat: 32.342339,  Lng: -88.931219),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 889
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.563,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 41000200511219,  Location: SR 889 OVER I 20 (Lat: 32.342111,  Lng: -88.931211),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 20,  Facility Carried by Structure: SR 889
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 37.802,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)