Bridge Statistics for Dyersburg, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 23SR0200017,  Location: 1.9 M W JCT SR20&SR78 (Lat: 36.036083,  Lng: -89.426361),  Route carried "on" structure: State highway 104,  Year Built: 1920,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 7,384 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,856 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $784,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0200019,  Location: 0.3 M E JCT SR20&SR210 (Lat: 35.975833,  Lng: -89.386444),  Route carried "on" structure: State highway 210,  Year Built: 2000,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,631 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,410 (year 2042),  Design Load: HS 20,  Features Intersected: ILLINOIS CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200021,  Location: 1.6 M E JCT SR20&SR210 (Lat: 35.972417,  Lng: -89.363917),  Route carried "on" structure: State highway 210,  Year Built: 2005,  Status: Open,  Structure Length: 17.67m (57.97ft),  Average Daily Traffic: 4,631 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,520 (year 2040),  Design Load: HS 20,  Features Intersected: POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.3m (132.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200023,  Location: NEAR EVANSVILLE (Lat: 36.034194,  Lng: -89.439333),  Route carried "on" structure: State highway 104,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,384 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,814 (year 2042),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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 desirable 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: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $130,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 23SR0200025,  Location: 2.6 MI NE JCT SR3 & SR104 (Lat: 36.035806,  Lng: -89.339278),  Route carried "on" structure: US 412,  Year Built: 1995,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.565,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200026,  Location: 2.6 MI NE JCT SR 3 &SR104 (Lat: 36.035611,  Lng: -89.339000),  Route carried "on" structure: US 412,  Year Built: 1985,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.565,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200027,  Location: 3.0 MI NE JCT SR 3&SR 104 (Lat: 36.049167,  Lng: -89.335111),  Route carried "on" structure: US 412,  Year Built: 1994,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20-EB / HOGWALLOW RD,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200028,  Location: 3.0 MI NE JCT SR 3&SR 104 (Lat: 36.049111,  Lng: -89.334917),  Route carried "on" structure: US 412,  Year Built: 1985,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20-WB / HOGWALLOW RD,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200029,  Location: 3.2 MI NE JCT SR 3&SR104 (Lat: 36.051944,  Lng: -89.335639),  Route carried "on" structure: US 412,  Year Built: 1994,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20 EB / ICG RAILROAD,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR020003,  Location: 3.2 MI NE JCT SR 3&SR 104 (Lat: 36.052139,  Lng: -89.335389),  Route carried "on" structure: US 412,  Year Built: 1985,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20 WB / ICG RAILROAD,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200031,  Location: 3.5 MI SE JCT SR3&SR78 (Lat: 36.025583,  Lng: -89.340639),  Route carried "on" structure: State highway 20,  Year Built: 1986,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20 / SR 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.715,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200032,  Location: 3.5 MI SE JCT SR3&SR78 (Lat: 36.025583,  Lng: -89.340361),  Route carried "on" structure: State highway 20,  Year Built: 1986,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 9,892 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,827 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20 / SR 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.715,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23SR0200033,  Location: 4.1 MI SE JCT SR3&SR78 (Lat: 36.017750,  Lng: -89.341111),  Route carried "on" structure: State highway 20,  Year Built: 1986,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 13,332 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,331 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.584,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200034,  Location: 4.1 MI SE JCT SR3&SR78 (Lat: 36.017806,  Lng: -89.340778),  Route carried "on" structure: State highway 20,  Year Built: 1986,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 13,332 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,331 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.584,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200035,  Location: 3.5 MI SE JCT SR3 & SR211 (Lat: 35.998528,  Lng: -89.342167),  Route carried "on" structure: US 412,  Year Built: 1994,  Status: Posted for load,  Structure Length: 68.95m (226.21ft),  Average Daily Traffic: 13,332 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,331 (year 2041),  Design Load: HS 20,  Features Intersected: N FORK FORKED DEER RIVER,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 68.95m (226.21ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $13,724,000,  Roadway Improvement Cost: $1,373,000,  Total Project Cost: $20,587,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200036,  Location: 3.5 MI SE JCT SR3&SR211 (Lat: 35.998417,  Lng: -89.341806),  Route carried "on" structure: US 412,  Year Built: 1986,  Status: Posted for load,  Structure Length: 71.32m (233.99ft),  Average Daily Traffic: 13,332 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,384 (year 2040),  Design Load: HS 20,  Features Intersected: N FORK FORKED DEER RIVER,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200037,  Location: 3.9 MI SE JCT SR3 & SR211 (Lat: 35.989361,  Lng: -89.342639),  Route carried "on" structure: US 412,  Year Built: 1995,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 13,332 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,384 (year 2040),  Design Load: HS 20,  Features Intersected: OVERFLOW,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.739,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200038,  Location: 3.9 MI SE JCT SR3&211 (Lat: 35.989361,  Lng: -89.342389),  Route carried "on" structure: US 412,  Year Built: 1986,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 13,332 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 21,331 (year 2042),  Design Load: HS 20,  Features Intersected: OVERFLOW,  Facility Carried by Structure: FAP 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.739,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0200039,  Location: 3.5 MI E OF SR3 JCT (Lat: 35.965472,  Lng: -89.331250),  Route carried "on" structure: State highway 210,  Year Built: 1996,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 4,631 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,410 (year 2042),  Design Load: HS 20,  Features Intersected: SR 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.767,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0780001,  Location: 0.3 M N JCT SR78&I155 (Lat: 36.072306,  Lng: -89.397000),  Route carried "on" structure: State highway 78,  Year Built: 1979,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,890 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,424 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: 23SR1030001,  Location: 0.4 M W JCT SR103&SR181 (Lat: 36.160639,  Lng: -89.563056),  Route carried "on" structure: State highway 103,  Year Built: 1991,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 453 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 368 (year 2039),  Design Load: HS 20,  Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR1040001,  Location: 0.6 M. E JCT SR104&SR211 (Lat: 36.031250,  Lng: -89.375194),  Route carried "on" structure: State highway 104,  Year Built: 1936,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 4,394 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,030 (year 2042),  Design Load: H 20,  Features Intersected: ILLIONIS CENTRAL R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.954,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,798,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $4,198,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR1040003,  Location: 1.4 M E JCT SR104 &SR211 (Lat: 36.027028,  Lng: -89.362667),  Route carried "on" structure: State highway 104,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,347 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,555 (year 2042),  Design Load: H 15,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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: $76,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $115,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR1040005,  Location: 2.9 M E JCT SR104&SR211 (Lat: 36.025694,  Lng: -89.335583),  Route carried "on" structure: State highway 104,  Year Built: 1939,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 3,392 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,728 (year 2040),  Design Load: HS 20,  Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.656,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 23SR1040,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR1040007,  Location: 3.2 M E JCT SR104&SR211 (Lat: 36.025889,  Lng: -89.330833),  Route carried "on" structure: State highway 104,  Year Built: 1939,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 3,392 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,427 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.090,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 23SR1040,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: 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: 23SR1040009,  Location: 3.3 M E JCT SR104 &SR211 (Lat: 36.025944,  Lng: -89.329333),  Route carried "on" structure: State highway 104,  Year Built: 1939,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 3,392 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,427 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK CANEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.219,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 23SR1040,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR1040011,  Location: 6 MI.S.OF NEWBERN (Lat: 36.023806,  Lng: -89.284361),  Route carried "on" structure: State highway 104,  Year Built: 1986,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 3,392 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,427 (year 2042),  Design Load: HS 20,  Features Intersected: ROELLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.291,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 23SR1040,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR1820001,  Location: 3.25 MI W OF DYERSBURG (Lat: 36.101861,  Lng: -89.437694),  Route carried "on" structure: State highway 182,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 946 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,632 (year 2040),  Design Load: HS 20,  Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.939,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 23SR2110001,  Location: .2 M SW JCT SR3&SR211 (Lat: 36.050528,  Lng: -89.366472),  Route carried "on" structure: State highway 211,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,599 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,358 (year 2042),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 55S81190003,  Location: 8 MI S OF US64 (Lat: 35.975583,  Lng: -89.431200),  Route carried "on" structure: County highway 1661,  Year Built: 2007,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 635 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 992 (year 2040),  Design Load: HS 20,  Features Intersected: MOSSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.295,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23008270003,  Location: ON NEWBERN ROAD (Lat: 36.099444,  Lng: -89.276556),  Route carried "under" structure: City street 827,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 1,287 (year 2020),  Truck Traffic: 3%,  Features Intersected: ICG RAILROAD / NFA 827
Minimum Vertical Clearance: 3.78m (12.40ft),  Kilometerpoint: 8.449,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: 23029240001,  Location: ON KIST AVE (Lat: 36.055917,  Lng: -89.613328),  Route carried "under" structure: City street 305,  Year Built: 1946,  Structure Length: 0. m,  Average Daily Traffic: 3,080 (year 2022),  Truck Traffic: 2%,  Features Intersected: CN RR / FAU 2924,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.03m (9.94ft),  Kilometerpoint: 0.225,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 4.3m (14.1ft)

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Structure Number: 23I01550017,  Location: SIMPSON RD (Lat: 36.071475,  Lng: -89.463792),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,123 (year 2020),  Truck Traffic: 37%,  Features Intersected: SIMPSON RD / I155,  Facility Carried by Structure: NFA A656
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 14.951,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 23I01550019,  Location: MCCLOUGH RD (Lat: 36.069806,  Lng: -89.450833),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,123 (year 2020),  Truck Traffic: 37%,  Features Intersected: NFA A658 MCCLOUGH / I155,  Facility Carried by Structure: NFA A658
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 16.110,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 23I01550021,  Location: RAMBO RD (Lat: 36.069083,  Lng: -89.426306),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,123 (year 2020),  Truck Traffic: 37%,  Features Intersected: RAMBO RD. (A657) / I155,  Facility Carried by Structure: NFA A657
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 18.330,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 23I01550023,  Location: NAUVOO RD (Lat: 36.068806,  Lng: -89.418028),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,123 (year 2020),  Truck Traffic: 37%,  Features Intersected: NAUVOO RD. / I155
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 19.087,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 23I01550025,  Location: NORTH DYERSBURG (Lat: 36.068583,  Lng: -89.397000),  Route carried "under" structure: State highway 78,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 26,670 (year 2020),  Truck Traffic: 9%,  Features Intersected: I155 / SR 78,  Facility Carried by Structure: I155
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 23I01550026,  Location: NORTH DYERSBURG (Lat: 36.068833,  Lng: -89.397056),  Route carried "under" structure: State highway 78,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,890 (year 2020),  Truck Traffic: 9%,  Features Intersected: I155 / SR 78,  Facility Carried by Structure: I155
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.782,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 23I01550031,  Location: MILLSFIELD RD (Lat: 36.068111,  Lng: -89.379361),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 14,109 (year 2020),  Truck Traffic: 29%,  Features Intersected: MILLSFIELD RD. / I155,  Facility Carried by Structure: NFA 1433 (SA 2308)
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 22.563,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 23I01550033,  Location: HURRICANE HILL RD (Lat: 36.067972,  Lng: -89.372278),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 14,109 (year 2020),  Truck Traffic: 29%,  Features Intersected: HURRICANE HILL RD / I155,  Facility Carried by Structure: NFA A270
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 23.223,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 23I01550035,  Location: JUNCTION OF I-155 & SR 3 (Lat: 36.073000,  Lng: -89.347194),  Route carried "under" structure: Interstate 155,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 14,109 (year 2020),  Truck Traffic: 29%,  Features Intersected: SR 3 / I155,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 25.621,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 23I01550036,  Location: JUNCTION OF I-155 & SR 3 (Lat: 36.072861,  Lng: -89.347389),  Route carried "under" structure: Interstate 3,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,831 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 3 / I155
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 20.181,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 23SR0030013,  Location: FORT HUDSON RD (Lat: 36.075639,  Lng: -89.343278),  Route carried "under" structure: US 51,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 13,831 (year 2020),  Truck Traffic: 9%,  Features Intersected: FORT HUDSON RD. / SR 3,  Facility Carried by Structure: FAU A717
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 20.632,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 23SR0030015,  Location: HOSS EVERETTE RD (Lat: 36.089722,  Lng: -89.322972),  Route carried "under" structure: US 51,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 13,831 (year 2020),  Truck Traffic: 9%,  Features Intersected: HOSS EVERETT RD. / SR 3,  Facility Carried by Structure: FAU A711
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 23.030,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 23SR0030023,  Location: LANES FERRY RD (Lat: 36.112472,  Lng: -89.289917),  Route carried "under" structure: US 51,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,831 (year 2020),  Truck Traffic: 9%,  Features Intersected: LANES FERRY RD. / SR 3,  Facility Carried by Structure: FAU 826
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.908,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 23SR0030025,  Location: JUST WEST OF NEWBERN (Lat: 36.121444,  Lng: -89.281806),  Route carried "under" structure: US 51,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,423 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 77 / SR 3,  Facility Carried by Structure: FAU 77
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 28.212,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 23SR0030029,  Location: SHARPE FERRY RD (Lat: 36.139167,  Lng: -89.263194),  Route carried "under" structure: US 51,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,423 (year 2020),  Truck Traffic: 11%,  Features Intersected: SHARPE FERRY RD. / SR 3,  Facility Carried by Structure: FAU 1503
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 30.771,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 23SR0030039,  Location: 0.5 MI SE JCT I155 ;SR3 (Lat: 36.066222,  Lng: -89.342861),  Route carried "under" structure: State highway 211,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,903 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 3 / SR 211,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 23SR003004,  Location: 0.5 MI SE JCT I155 & SR 3 (Lat: 36.065806,  Lng: -89.343306),  Route carried "under" structure: State highway 3,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 9,891 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 3 / SR 211
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 19.264,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 23SR0200027,  Location: 3 MI NE JCT SR3 & SR104 (Lat: 36.049167,  Lng: -89.335111),  Route carried "under" structure: City street 2926,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,004 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 20-EB / HOGWALLOW RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 23SR0200028,  Location: 3 MI NE JCT SR 3 & SR 104 (Lat: 36.049111,  Lng: -89.334917),  Route carried "under" structure: City street 2926,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,004 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 20-WB / HOGWALLOW RD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 23SR0200031,  Location: 3.5 MI SE JCT SR3&SR78 (Lat: 36.025583,  Lng: -89.340639),  Route carried "under" structure: State highway 104,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 3,392 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 20 / SR 104,  Facility Carried by Structure: FAS 20
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 31.221,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.8m (110.9ft)