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

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Structure Number: 31000120041016,  Location: 1.4 MI E SR 35 SOUTH (Lat: 33.070697,  Lng: -89.554886),  Route carried "on" structure: State highway 12,  Year Built: 2013,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20,  Features Intersected: MUNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.222,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120041018,  Location: 1.5 MI E SR 35 SOUTH (Lat: 33.071189,  Lng: -89.553286),  Route carried "on" structure: State highway 12,  Year Built: 1939,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.380,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: Satisfactory,  Inventory Rating: 60.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $13,000,000,  Roadway Improvement Cost: $115,000,000,  Total Project Cost: $148,000,000

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Structure Number: 31000120041039,  Location: 3.5 MI E SR 35 SOUTH (Lat: 33.090325,  Lng: -89.527411),  Route carried "on" structure: State highway 12,  Year Built: 2013,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.654,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000140040959,  Location: 0.6 MI E SR 43 (Lat: 33.024564,  Lng: -89.593639),  Route carried "on" structure: State highway 14,  Year Built: 2000,  Status: Open,  Structure Length: 7.29m (23.92ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: NATCHEZ TRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.721,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3100014004096,  Location: 0.7 MI E SR 43 (Lat: 33.023544,  Lng: -89.592528),  Route carried "on" structure: State highway 14,  Year Built: 2000,  Status: Open,  Structure Length: 38.57m (126.54ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: YOCKANOOKANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.874,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 17,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000140040964,  Location: 1.1 MI E SR 43 (Lat: 33.020886,  Lng: -89.587600),  Route carried "on" structure: State highway 14,  Year Built: 2000,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.431,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350041531,  Location: 2.3 MI S NATCHEZ TRACE (Lat: 33.005942,  Lng: -89.565706),  Route carried "on" structure: State highway 35,  Year Built: 1941,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,700 (year 2040),  Design Load: H 15,  Features Intersected: CONEHOMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.715,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 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: 4.75m (15.58ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $392,000,000,  Roadway Improvement Cost: $39,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000350041551,  Location: 0.3 MI S NATCHEZ TRACE (Lat: 33.031936,  Lng: -89.577706),  Route carried "on" structure: State highway 35,  Year Built: 1955,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,100 (year 2040),  Design Load: HS 15,  Features Intersected: YOCKANOOKANY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.821,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 17,  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: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.51m (70.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $207,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000350041554,  Location: SR 35 OVER NATCHEZ TRACE (Lat: 33.036142,  Lng: -89.579103),  Route carried "on" structure: State highway 35,  Year Built: 1951,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,100 (year 2040),  Design Load: H 20,  Features Intersected: NATCHEZ TRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.305,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.91m (22.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $633,000,000,  Roadway Improvement Cost: $63,000,000,  Total Project Cost: $999,999,000

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Structure Number: 31000350041613,  Location: 2.9 MI N SR 12 (Lat: 33.102878,  Lng: -89.606842),  Route carried "on" structure: State highway 35,  Year Built: 1948,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.548,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 31000350041614,  Location: 3.0 MI N SR 12 (Lat: 33.104275,  Lng: -89.607489),  Route carried "on" structure: State highway 35,  Year Built: 1948,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.715,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 31000350041628,  Location: 4.4 MI N SR 12 (Lat: 33.122281,  Lng: -89.619508),  Route carried "on" structure: State highway 35,  Year Built: 1948,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 15,  Features Intersected: LITTLE APOOKTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.033,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 31000430042342,  Location: 0.3 MI N SR 14 BYPASS (Lat: 33.030950,  Lng: -89.606736),  Route carried "on" structure: State highway 43,  Year Built: 2000,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.025,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 3100043004235,  Location: 1.0 MI N SR 14 BYPASS (Lat: 33.039728,  Lng: -89.594067),  Route carried "on" structure: State highway 43,  Year Built: 1948,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HS 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.389,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 36000120041013,  Location: 0.7 MI E SR 35 (Lat: 33.066283,  Lng: -89.563558),  Route carried "on" structure: State highway 735,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.400,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 5570112P,  Location: 1.4 MILES SOUTH OF MS ROU (Lat: 33.082722,  Lng: -89.525167),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Posted for load-capacity,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,430 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,573 (year 2032),  Design Load: H 15,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.390,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $50,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570113P,  Location: 3.1 MILES SOUTH OF MS ROU (Lat: 33.067667,  Lng: -89.549611),  Route carried "on" structure: Federal lands road 1,  Year Built: 1951,  Status: Posted for load-capacity,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 1,430 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,573 (year 2032),  Design Load: H 15,  Features Intersected: ILLINOIS CENTRAL RR,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.663,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570114P,  Location: 4.5 MILES SOUTH OF MS ROU (Lat: 33.052639,  Lng: -89.565250),  Route carried "on" structure: Federal lands road 1,  Year Built: 1948,  Status: Posted for load-capacity,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 1,430 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,573 (year 2032),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 259.420,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 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: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $69,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570115P,  Location: 5.8 MILES SOUTH OF MS ROU (Lat: 33.036861,  Lng: -89.579167),  Route carried "on" structure: Federal lands road 1,  Year Built: 1949,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 1,430 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,573 (year 2032),  Design Load: H 20,  Features Intersected: NATCHEZ TRACE PARKWAY,  Facility Carried by Structure: MS ROUTE 35
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 257.310,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2018)

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Structure Number: 5570116P,  Location: 3.7 MILES SOUTH OF MS ROU (Lat: 32.989194,  Lng: -89.606111),  Route carried "on" structure: Federal lands road 1,  Year Built: 1949,  Status: Posted for load-capacity,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,641 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,805 (year 2032),  Design Load: H 15,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.370,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570203P,  Location: 3.2 MILES SOUTH OF MS ROU (Lat: 33.066444,  Lng: -89.551278),  Route carried "on" structure: Federal lands road 1,  Year Built: 1951,  Status: Posted for load-capacity,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 1,430 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,573 (year 2032),  Design Load: H 15,  Features Intersected: MUNSON CREEK,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.480,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.1m (13.5ft)

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 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $87,000 ( Estimate for 2018)

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Structure Number: 5570205P,  Location: 2.9 MILES SOUTH OF MS ROU (Lat: 33.069556,  Lng: -89.546972),  Route carried "on" structure: Federal lands road 1,  Year Built: 1963,  Status: Posted for load-capacity,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 1,430 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,573 (year 2032),  Design Load: H 15,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.990,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 78.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $29,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5570326P,  Location: 0.5 MILES SOUTH OF MS RO (Lat: 33.032056,  Lng: -89.585111),  Route carried "on" structure: Federal lands road 1,  Year Built: 1949,  Status: Posted for load-capacity,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,641 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,805 (year 2032),  Design Load: H 20,  Features Intersected: DYE DITCH,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.529,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $105,000 ( Estimate for 2018)

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Structure Number: 5570327P,  Location: 0.4 MILES SOUTH OF MS ROU (Lat: 33.032611,  Lng: -89.584333),  Route carried "on" structure: Federal lands road 1,  Year Built: 1949,  Status: Posted for load-capacity,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,641 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,805 (year 2032),  Features Intersected: STREAM,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.680,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $17,000 ( Estimate for 2018)

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Structure Number: SA0400000000036,  Location: SEC 11 T13N R 7E (Lat: 32.991403,  Lng: -89.554839),  Route carried "on" structure: County highway 422,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 130 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 195 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BCH OF CONEHOMA CREEK,  Facility Carried by Structure: CO. ROAD 1135
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2019)

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Structure Number: SA0400000000066,  Location: SEC 23 T14N R 6E B (Lat: 33.056944,  Lng: -89.646667),  Route carried "on" structure: County highway 1624,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 410 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 615 (year 2041),  Design Load: H 15,  Features Intersected: ATWOOD CREEK,  Facility Carried by Structure: CO. ROAD 4202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.279,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2021)

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Structure Number: SA0400000000069,  Location: SEC 5 T14N R 7E (Lat: 33.105833,  Lng: -89.610833),  Route carried "on" structure: County highway 34,  Year Built: 1999,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 10 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 15 (year 2030),  Design Load: HS 20,  Features Intersected: APOOKTA CREEK,  Facility Carried by Structure: CO. ROAD 3047
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  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: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2019)

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Structure Number: SA040000000007,  Location: SEC 5 T14N R 7E (Lat: 33.099167,  Lng: -89.600556),  Route carried "on" structure: County highway 203,  Year Built: 1974,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 30 (year 2035),  Design Load: H 10,  Features Intersected: APOOKTA CREEK,  Facility Carried by Structure: CO. ROAD 3245
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 2.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $84,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA0400000000071,  Location: SEC 13 T14N R 7E B (Lat: 33.066833,  Lng: -89.541167),  Route carried "on" structure: County highway 1621,  Year Built: 2003,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 450 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 675 (year 2030),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CO. ROAD 5216
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,120,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,220,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0400000000072,  Location: SEC 13 T14N R 7E B (Lat: 33.064833,  Lng: -89.533650),  Route carried "on" structure: County highway 1621,  Year Built: 2003,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 450 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 675 (year 2035),  Design Load: HS 20,  Features Intersected: YOCKANOOKANY CANAL,  Facility Carried by Structure: CO. ROAD 5216
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.40m (34.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,191,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,291,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0400000000073,  Location: SEC 13 T14N R 7E B (Lat: 33.063250,  Lng: -89.530283),  Route carried "on" structure: County highway 1621,  Year Built: 2003,  Status: Open,  Structure Length: 10.98m (36.02ft),  Average Daily Traffic: 450 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 675 (year 2030),  Design Load: HS 20,  Features Intersected: OLD RIVER RUN,  Facility Carried by Structure: CO. ROAD 5216
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,402,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,502,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0400000000074,  Location: SEC 14 T14N R 7E (Lat: 33.069361,  Lng: -89.554417),  Route carried "on" structure: County highway 179,  Year Built: 1992,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2041),  Design Load: HS 15,  Features Intersected: MUNSONS CREEK,  Facility Carried by Structure: KNOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: 1.80m (5.91ft),  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: $75,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $175,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA0400000000075,  Location: SEC 15 T14N R 7E (Lat: 33.078633,  Lng: -89.559817),  Route carried "on" structure: County highway 321,  Year Built: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2030),  Design Load: HS 20,  Features Intersected: TRIB OF YOCKANOOKANY,  Facility Carried by Structure: CO. ROAD 3034
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2019)

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Structure Number: SA0400000000076,  Location: SEC 20 T14N R 7E (Lat: 33.048889,  Lng: -89.598333),  Route carried "on" structure: City street 598,  Year Built: 2006,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 250 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2030),  Design Load: HS 20,  Features Intersected: DYE DITCH,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $520,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0400000000086,  Location: SEC 19 T14N R 8E B (Lat: 33.062175,  Lng: -89.510511),  Route carried "on" structure: County highway 1621,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 450 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 625 (year 2035),  Design Load: HS 20,  Features Intersected: COWPEN CREEK,  Facility Carried by Structure: CO. ROAD 5216
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2020)

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Structure Number: SA0400000000103,  Location: SEC 25 T15N R 6E (Lat: 33.130000,  Lng: -89.630000),  Route carried "on" structure: County highway 27,  Year Built: 2014,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 80 (year 2013),  Average Future Daily Traffic: 120 (year 2033),  Design Load: HS 20,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: CO. ROAD 3022
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $118,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA0400000000111,  Location: SEC 31 T15N R 7E B (Lat: 33.116864,  Lng: -89.623508),  Route carried "on" structure: County highway 31,  Year Built: 1967,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 180 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2032),  Design Load: HS 15,  Features Intersected: LITTLE APOOKTA CREEK,  Facility Carried by Structure: CO. ROAD 3024
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2020)

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Structure Number: SA0400000000112,  Location: SEC 35 T15N R 7E (Lat: 33.115669,  Lng: -89.543647),  Route carried "on" structure: County highway 199,  Year Built: 2005,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 80 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 120 (year 2035),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CO. ROAD 3022
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,402,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,502,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0400000000113,  Location: SEC 36 T15N R 7E B (Lat: 33.111792,  Lng: -89.541908),  Route carried "on" structure: County highway 408,  Year Built: 1990,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2035),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: CO. ROAD 2247
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 8,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $773,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0400000000114,  Location: SEC 36 T15N R 7E B (Lat: 33.113056,  Lng: -89.540833),  Route carried "on" structure: County highway 408,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2035),  Design Load: HS 20,  Features Intersected: BCH OF HURRICANE CREEK,  Facility Carried by Structure: CO. ROAD 2247
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2020)

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Structure Number: SA040000000017,  Location: SEC 35 T16N R 9E (Lat: 33.063233,  Lng: -89.590031),  Route carried "on" structure: City street 584,  Year Built: 1950,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 800 (year 2013),  Truck Traffic: 40%,  Average Future Daily Traffic: 1,200 (year 2035),  Design Load: HS 20,  Features Intersected: RAILROAD,  Facility Carried by Structure: NORTH JACKSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.520,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete