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

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Structure Number: 21000610010416A,  Location: 0.6 MI S US 84 WEST (Lat: 31.521833,  Lng: -91.389186),  Route carried "on" structure: US 61,  Year Built: 1960,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: ST CATHERINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.218,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 64.0m (210.0ft),  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: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.5 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $600,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $960,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610010416B,  Location: 0.6 MI S US 84 WEST (Lat: 31.521014,  Lng: -91.388489),  Route carried "on" structure: US 61,  Year Built: 1978,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: ST CATHERINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.471,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610010434A,  Location: 1.1 MI N US 84 WEST (Lat: 31.540603,  Lng: -91.376942),  Route carried "on" structure: US 61,  Year Built: 1947,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: HS 15,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.569,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $576,000,000,  Roadway Improvement Cost: $58,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610010434B,  Location: 1.1 MI N US 84 WEST (Lat: 31.540231,  Lng: -91.376967),  Route carried "on" structure: US 61,  Year Built: 1963,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: HS 20,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.180,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.0 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $130,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $336,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100061001044,  Location: 1.7 MI N US 84 WEST (Lat: 31.547625,  Lng: -91.373414),  Route carried "on" structure: US 61,  Year Built: 2007,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,000 (year 2040),  Design Load: HS 20,  Features Intersected: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.075,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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

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Structure Number: 21000610010448,  Location: 3.2 MI S US 84E (Lat: 31.559919,  Lng: -91.365003),  Route carried "on" structure: US 61,  Year Built: 2013,  Status: Open,  Structure Length: 32.08m (105.25ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20,  Features Intersected: US 61/DEVEREUX RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.510,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

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Structure Number: 21000610010452A,  Location: 2.8 MI S US 84 EAST (Lat: 31.561528,  Lng: -91.359672),  Route carried "on" structure: US 61,  Year Built: 1955,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: HS 15,  Features Intersected: ST CATHERINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.976,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 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: 20.76m (68.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610010452B,  Location: 2.8 MI S US 84 EAST (Lat: 31.560967,  Lng: -91.361303),  Route carried "on" structure: US 61,  Year Built: 1933,  Status: Open,  Structure Length: 16.73m (54.89ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,500 (year 2040),  Design Load: H 15,  Features Intersected: ST CATHERINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.033,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 4,  Length of Maximum Span: 29.0m (95.1ft),  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: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 39.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.76m (68.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840010001A,  Location: MISS/LA STATE LINE (Lat: 31.556000,  Lng: -91.416189),  Route carried "on" structure: US 84,  Year Built: 1940,  Status: Posted for load,  Structure Length: 128.17m (420.51ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: H 15,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.360,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 42,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 18.0m (59.1ft), Horizontal Clearance: 122.0m (400.3ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 266.7m (875.0ft),  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: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 134.58m (441.54ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $999,999,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000840010001B,  Location: MISS/LA STATE LINE (Lat: 31.564367,  Lng: -91.425497),  Route carried "on" structure: US 84,  Year Built: 1989,  Status: Open,  Structure Length: 128.08m (420.21ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 42,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 18.0m (59.1ft), Horizontal Clearance: 122.0m (400.3ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 5,  Length of Maximum Span: 266.7m (875.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31005500430048,  Location: 1.1 MI E JEFFERSON CL (Lat: 31.669964,  Lng: -90.719269),  Route carried "on" structure: State highway 550,  Year Built: 2006,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 910 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 910 (year 2040),  Design Load: HS 20,  Features Intersected: HOMOCHITTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  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: 33.0m (108.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: 31005550010003,  Location: 0.3 MI N US 61 (Lat: 31.563767,  Lng: -91.369356),  Route carried "on" structure: State highway 555,  Year Built: 1998,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20,  Features Intersected: ZURHALLEN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.685,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: June 2020

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Structure Number: 31005550010026,  Location: 2.6 MI N US 61 (Lat: 31.580614,  Lng: -91.366792),  Route carried "on" structure: State highway 555,  Year Built: 1948,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,700 (year 2040),  Design Load: H 15,  Features Intersected: MAMMOTH BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.872,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum 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: 31009270570004,  Location: 0.4 MI N SR 906 (Lat: 31.288531,  Lng: -90.446781),  Route carried "on" structure: State highway 927,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 850 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 850 (year 2040),  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 10.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570485P,  Location: At south end of parkway. (Lat: 31.545250,  Lng: -91.369028),  Route carried "on" structure: Federal lands road ,  Year Built: 2004,  Status: Posted for load-capacity,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 250 (year 2008),  Average Future Daily Traffic: 300 (year 2028),  Design Load: HL 93,  Features Intersected: LIBERTY ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570486P,  Location: 0.70 miles from south end (Lat: 31.549750,  Lng: -91.361861),  Route carried "on" structure: Federal lands road ,  Year Built: 2004,  Status: Open,  Structure Length: 52.43m (172.01ft),  Average Daily Traffic: 250 (year 2019),  Average Future Daily Traffic: 300 (year 2039),  Design Load: HL 93,  Features Intersected: ST. CATHERINE CREEK & ME,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $315,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570487P,  Location: 1.1 miles from south end (Lat: 31.551167,  Lng: -91.353472),  Route carried "on" structure: Federal lands road ,  Year Built: 2004,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 250 (year 2008),  Average Future Daily Traffic: 300 (year 2028),  Design Load: HL 93,  Features Intersected: NATCHEZ TRACE PARKWAY,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $23,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570488P,  Location: 1.7 miles from south end (Lat: 31.554189,  Lng: -91.345153),  Route carried "on" structure: Federal lands road ,  Year Built: 2004,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 250 (year 2008),  Average Future Daily Traffic: 300 (year 2028),  Design Load: HL 93,  Features Intersected: NEWELL ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.740,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570489P,  Location: 2.2 miles From south end (Lat: 31.558272,  Lng: -91.338031),  Route carried "on" structure: Federal lands road ,  Year Built: 2004,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 250 (year 2008),  Average Future Daily Traffic: 300 (year 2028),  Design Load: HL 93,  Features Intersected: PALESTINE ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570490P,  Location: 2.8 miles from south end (Lat: 31.559528,  Lng: -91.328472),  Route carried "on" structure: Federal lands road ,  Year Built: 2004,  Status: Posted for load-capacity,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 250 (year 2008),  Average Future Daily Traffic: 300 (year 2028),  Design Load: HL 93,  Features Intersected: PERKINS CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $8,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: SA0100000000001,  Location: SEC 13 T 3N R 5W (Lat: 31.208508,  Lng: -91.585656),  Route carried "on" structure: County highway 123,  Year Built: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 75 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: THE NARROWS,  Facility Carried by Structure: JACKSON POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Poor,  Culverts: Critical,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $2,000,000 ( Estimate for 2014)

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Structure Number: SA0100000000038,  Location: SEC 37 T 6N R 2W (Lat: 31.467603,  Lng: -91.342861),  Route carried "on" structure: County highway 155,  Year Built: 1965,  Status: Posted for load,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,630 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,445 (year 2034),  Design Load: H 15,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: KINGSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.898,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $648,000,  Roadway Improvement Cost: $648,000,  Total Project Cost: $1,296,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA0100000000041,  Location: SEC 3 T 6N R 3W B (Lat: 31.521325,  Lng: -91.394578),  Route carried "on" structure: County highway 410,  Year Built: 1976,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,500 (year 2033),  Design Load: HS 20,  Features Intersected: SPANISH BAYOU,  Facility Carried by Structure: HIGHLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $2,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0100000000042,  Location: SEC 4 T 6N R 3W B (Lat: 31.513514,  Lng: -91.395686),  Route carried "on" structure: County highway 126,  Year Built: 1966,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,170 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,255 (year 2033),  Design Load: HS 15,  Features Intersected: BULLHEAD BAYOU,  Facility Carried by Structure: BELTLINE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.816,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: SA0100000000055,  Location: SEC 74 T 7N R 2W (Lat: 31.541769,  Lng: -91.365503),  Route carried "on" structure: County highway 472,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 450 (year 2033),  Design Load: H 15,  Features Intersected: DRAIN,  Facility Carried by Structure: MARGARET AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.9 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $138,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0100000000056,  Location: SEC 75 T 7N R 2W B (Lat: 31.541861,  Lng: -91.362297),  Route carried "on" structure: County highway 159,  Year Built: 1998,  Status: Open,  Structure Length: 10.96m (35.96ft),  Average Daily Traffic: 3,100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,650 (year 2033),  Design Load: HS 20,  Features Intersected: ST CATHERINE CREEK,  Facility Carried by Structure: LIBERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $2,800,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0100000000057,  Location: SEC 96 T 7N R 2W (Lat: 31.559625,  Lng: -91.349092),  Route carried "on" structure: County highway 404,  Year Built: 2004,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 1,200 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,800 (year 2033),  Design Load: HS 20,  Features Intersected: MELVIN BAYOU,  Facility Carried by Structure: PALESTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 61.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $2,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0100000000058,  Location: SEC 1 T 7N R 3W B (Lat: 31.608308,  Lng: -91.374739),  Route carried "on" structure: County highway 781,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 50 (year 2013),  Average Future Daily Traffic: 75 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: MAMMOUTH BAYOU,  Facility Carried by Structure: CEMETARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.563,  Lanes on structure: 2,  Owner: County 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: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: SA0100000000059,  Location: SEC 24 T 7N R 3W (Lat: 31.555742,  Lng: -91.410867),  Route carried "on" structure: County highway 215,  Year Built: 1960,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 9,260 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,890 (year 2033),  Design Load: HS 20,  Features Intersected: NATCHEZ & SOUTHERN RR,  Facility Carried by Structure: CANAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $317,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $634,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA010000000006,  Location: SEC 29 T 7N R 3W B (Lat: 31.524428,  Lng: -91.422089),  Route carried "on" structure: County highway 64,  Year Built: 1950,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2035),  Design Load: HS 20,  Features Intersected: BR OF ST CATHERINE CREEK,  Facility Carried by Structure: RIVER TERMINAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 35.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $342,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $684,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA0100000000083,  Location: SEC 27 T 7N R 3W (Lat: 31.542833,  Lng: -91.428444),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 2,900 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 3,625 (year 2035),  Design Load: HS 20,  Features Intersected: NATCHEZ RAILROAD,  Facility Carried by Structure: GOVERNMENT FLEET R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.83m (58.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,257,000,  Roadway Improvement Cost: $1,006,000,  Total Project Cost: $2,263,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA010000000A043,  Location: SEC 7 T 6N R 3W B (Lat: 31.517989,  Lng: -91.409706),  Route carried "on" structure: County highway 157,  Year Built: 2014,  Status: Open,  Structure Length: 18.37m (60.27ft),  Average Daily Traffic: 1,600 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,940 (year 2035),  Design Load: HS 20,  Features Intersected: ST CATHERINES CREEK,  Facility Carried by Structure: LOWER WOODVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.460,  Lanes on structure: 20,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21000610010448,  Location: 3.2 MI S US 84E (Lat: 31.559581,  Lng: -91.365439),  Route carried "under" structure: US 61,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: US 61/DEVEREUX RD.
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 2.002,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 21000610010448,  Location: 3.2 MI S US 84E (Lat: 31.557950,  Lng: -91.366561),  Route carried "under" structure: US 61,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 10%,  Features Intersected: US 61/DEVEREUX RD.
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 5.982,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 21000840010002,  Location: 0.1 MI E LA ST LINE (Lat: 31.555769,  Lng: -91.415939),  Route carried "under" structure: US 84,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 84,  Facility Carried by Structure: CNIC RR
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 4.323,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 21000840010002,  Location: 0.1 MI E LA ST LINE (Lat: 31.555519,  Lng: -91.416319),  Route carried "under" structure: US 84,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: US 84,  Facility Carried by Structure: CNIC RR
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.310,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 31009280010002,  Location: 0.2 MI N US 84 (Lat: 31.540600,  Lng: -91.396731),  Route carried "under" structure: State highway 928,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2017),  Truck Traffic: 1%,  Features Intersected: HOMOCHITTO STREET,  Facility Carried by Structure: CNIC RR
Minimum Vertical Clearance: 4.28m (14.04ft),  Kilometerpoint: 0.172,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)