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

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Structure Number: 21002780600298,  Location: 2.0 MI W SR 3 (Lat: 34.265025,  Lng: -90.309017),  Route carried "on" structure: US 278,  Year Built: 2017,  Status: Open,  Structure Length: 10.72m (35.17ft),  Average Daily Traffic: 3,300 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,500 (year 2040),  Design Load: HL 93,  Features Intersected: BUCK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.890,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 33.5m (109.9ft),  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,  Channel: Excellent,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21002780600351,  Location: 3.3 MI E SR 3 (Lat: 34.281906,  Lng: -90.224142),  Route carried "on" structure: US 278,  Year Built: 2017,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ONEMILE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.465,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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

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Structure Number: 21002780600357,  Location: 3.9 MI E SR 3 (Lat: 34.284211,  Lng: -90.213928),  Route carried "on" structure: US 278,  Year Built: 2017,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: HL 93,  Features Intersected: QUITMAN-PANOLA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.463,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 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,  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: 31000030601557,  Location: 0.3 MI N SR 6 (Lat: 34.264797,  Lng: -90.272753),  Route carried "on" structure: State highway 3,  Year Built: 1946,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 15,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.721,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 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,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $27,000,000,  Roadway Improvement Cost: $115,000,000,  Total Project Cost: $165,000,000

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Structure Number: 3100003060156,  Location: 0.6 MI N SR 6 (Lat: 34.269528,  Lng: -90.272067),  Route carried "on" structure: State highway 3,  Year Built: 1946,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 15,  Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.249,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $27,000,000,  Roadway Improvement Cost: $115,000,000,  Total Project Cost: $165,000,000

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Structure Number: 31000030601578,  Location: 2.4 MI N SR 6 (Lat: 34.293711,  Lng: -90.273597),  Route carried "on" structure: State highway 3,  Year Built: 1950,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 15,  Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.946,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.6m (120.1ft),  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: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.51m (70.57ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2019,  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: 31000060600313,  Location: 0.5 MI W SR 3 (Lat: 34.262244,  Lng: -90.280108),  Route carried "on" structure: US 278,  Year Built: 1940,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 3,300 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,500 (year 2040),  Design Load: H 15,  Features Intersected: CASSIDY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.571,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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: 10,  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: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.33m (50.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $145,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000060600321,  Location: 0.5 MI E SR 3 (Lat: 34.261044,  Lng: -90.267478),  Route carried "on" structure: US 278,  Year Built: 1940,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 15,  Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.741,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 30.5m (100.1ft),  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: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.51m (70.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  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: 31000060600332,  Location: 1.5 MI E SR 3 (Lat: 34.267169,  Lng: -90.249253),  Route carried "on" structure: US 278,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 15,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.634,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.3 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 minimum 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: 1.82m (5.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $115,000,000,  Roadway Improvement Cost: $12,000,000,  Total Project Cost: $360,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000060600335,  Location: 1.8 MI E SR 3 (Lat: 34.269275,  Lng: -90.245667),  Route carried "on" structure: US 278,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 15,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.038,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $115,000,000,  Roadway Improvement Cost: $12,000,000,  Total Project Cost: $360,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000060600339,  Location: 2.2 MI E SR 3 (Lat: 34.272611,  Lng: -90.239919),  Route carried "on" structure: US 278,  Year Built: 1940,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.683,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 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,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $50,000,000,  Roadway Improvement Cost: $115,000,000,  Total Project Cost: $189,000,000

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Structure Number: 31000060600345,  Location: 2.8 MI E SR 3 (Lat: 34.278075,  Lng: -90.230672),  Route carried "on" structure: US 278,  Year Built: 1940,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.728,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 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,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $50,000,000,  Roadway Improvement Cost: $115,000,000,  Total Project Cost: $189,000,000

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Structure Number: SA6000000000057,  Location: SEC 3 T27N R 1W B (Lat: 34.236958,  Lng: -90.286186),  Route carried "on" structure: County highway 199,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 120 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 180 (year 2035),  Design Load: HS 20,  Features Intersected: BAYOU,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 23.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $212,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: SA6000000000061,  Location: SEC 5 T27N R 1E B (Lat: 34.247889,  Lng: -90.214278),  Route carried "on" structure: County highway 2628,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 430 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 645 (year 2038),  Design Load: HS 20,  Features Intersected: QUITMAN-PANOLA DITCH,  Facility Carried by Structure: HOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 23.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA6000000000062,  Location: SEC 5 T27N R 1W B (Lat: 34.238028,  Lng: -90.329111),  Route carried "on" structure: County highway 199,  Year Built: 1966,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 140 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 210 (year 2035),  Design Load: HS 20,  Features Intersected: OPOSSUM BAYOU,  Facility Carried by Structure: SECTIONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $212,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA6000000000088,  Location: SEC 20 T28N R 1W (Lat: 34.277250,  Lng: -90.320417),  Route carried "on" structure: County highway 124,  Year Built: 1930,  Status: Temporarily open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 30 (year 2018),  Average Future Daily Traffic: 45 (year 2038),  Design Load: H 10,  Features Intersected: BAYOU,  Facility Carried by Structure: REGAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Imminent failure,  Channel: Satisfactory,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $156,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: SA6000000000091,  Location: SEC 35 T28N R 1W B (Lat: 34.255806,  Lng: -90.266278),  Route carried "on" structure: County highway 2628,  Year Built: 1963,  Status: Posted for load,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 580 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 870 (year 2038),  Design Load: HS 20,  Features Intersected: COLDWATER RIVER,  Facility Carried by Structure: PUTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 16.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: November 2020,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,121,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete