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

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Structure Number: 230A8290001,  Location: 1.9 MI NW JCT SR20&SR104 (Lat: 36.049639,  Lng: -89.363250),  Route carried "on" structure: City street 829,  Year Built: 1993,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 4,620 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,392 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: 230A8290003,  Location: 1.9 MI NW JCT SR20&SR104 (Lat: 36.089639,  Lng: -89.356583),  Route carried "on" structure: City street 829,  Year Built: 1998,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 4,620 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,392 (year 2028),  Design Load: HS 20,  Features Intersected: IC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $331,000 ( Estimate for 2008),  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: 23I01550026,  Location: NORTH DYERSBURG (Lat: 36.068833,  Lng: -89.397056),  Route carried "on" structure: Interstate 155,  Year Built: 1979,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 14,050 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 24,000 (year 2028),  Design Load: HS 20,  Features Intersected: I155 / SR 78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.986,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23I01550035,  Location: JUNCTION OF I-155 AND SR3 (Lat: 36.073000,  Lng: -89.347194),  Route carried "on" structure: State highway 3,  Year Built: 1979,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,780 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 18,416 (year 2028),  Design Load: HS 20,  Features Intersected: SR 3 / I155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.133,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 23SR0030,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23I01550036,  Location: JUNCTION OF I-155 & SR 3 (Lat: 36.072861,  Lng: -89.347389),  Route carried "on" structure: State highway 3,  Year Built: 1979,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,780 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 18,416 (year 2028),  Design Load: HS 20,  Features Intersected: SR 3 / I155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.133,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 23SR0030,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $451,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23M29260001,  Location: IN DYERSBURG (Lat: 36.043917,  Lng: -89.349583),  Route carried "on" structure: City street 2926,  Year Built: 1982,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,850 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,960 (year 2028),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 23S82400001,  Location: 0.1 MI N OF DYERSBURG (Lat: 36.058556,  Lng: -89.380472),  Route carried "on" structure: City street 1433,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,590 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,344 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $199,000 ( Estimate for 2008)

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Structure Number: 23S82400003,  Location: 0.6 MI N OF DYERSBURG (Lat: 36.064389,  Lng: -89.379583),  Route carried "on" structure: City street 1433,  Year Built: 1990,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 9,590 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,344 (year 2028),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 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: 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23SR0030005,  Location: IN DYERSBURG (Lat: 36.022722,  Lng: -89.389611),  Route carried "on" structure: State highway 211,  Year Built: 1933,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 8,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,976 (year 2028),  Design Load: H 15,  Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.26m (56.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $4,094,000,  Roadway Improvement Cost: $410,000,  Total Project Cost: $6,142,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0030007,  Location: IN DYERSBURG (Lat: 36.028111,  Lng: -89.387083),  Route carried "on" structure: State highway 211,  Year Built: 1933,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 19.96m (65.49ft),  Average Daily Traffic: 8,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,976 (year 2028),  Design Load: H 15,  Features Intersected: N. FORK FORKED DEER RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.752,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 15,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.48m (67.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $5,469,000,  Roadway Improvement Cost: $547,000,  Total Project Cost: $8,204,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0030009,  Location: NEAR DYERSBURG (Lat: 36.053778,  Lng: -89.361583),  Route carried "on" structure: State highway 3,  Year Built: 1923,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 14,250 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,472 (year 2028),  Design Load: HS 20,  Features Intersected: LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.172,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Cathodic Protection

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Structure Number: 23SR0030011,  Location: NEAR DYERSBURG (Lat: 36.055222,  Lng: -89.359583),  Route carried "on" structure: State highway 3,  Year Built: 1980,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 14,250 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,472 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.397,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 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: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0030039,  Location: 0.5 MI SE JCT I155 SR3 (Lat: 36.066222,  Lng: -89.342861),  Route carried "on" structure: State highway 3,  Year Built: 1984,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 10,780 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,416 (year 2028),  Design Load: HS 20,  Features Intersected: SR 3 / SR 211
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.296,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 23SR0030,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: 23SR003004,  Location: 0.5 MI SE JCT I155 SR3 (Lat: 36.065806,  Lng: -89.343306),  Route carried "on" structure: State highway 3,  Year Built: 1984,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 10,780 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,416 (year 2028),  Design Load: HS 20,  Features Intersected: SR 3 / SR 211
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.296,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 23SR0030,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  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: 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: June 2006,  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: 23SR0034001,  Location: S.OF SR 20 (Lat: 36.020306,  Lng: -89.404722),  Route carried "on" structure: US 412,  Year Built: 1959,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 11,990 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,176 (year 2028),  Design Load: HS 20,  Features Intersected: OVERFLOW,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.884,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,612,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $2,419,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0034002,  Location: SOUTH OF SR020 (Lat: 36.020167,  Lng: -89.404861),  Route carried "on" structure: US 412,  Year Built: 1959,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 11,990 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,176 (year 2028),  Design Load: HS 20,  Features Intersected: OVERFLOW,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.884,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.49m (34.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,610,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $2,416,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0034003,  Location: SOUTH OF SR020 (Lat: 36.021667,  Lng: -89.406111),  Route carried "on" structure: US 412,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 11,990 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,176 (year 2028),  Design Load: HS 20,  Features Intersected: N. FK. FORKED DEER RIVER,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.05m (46.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $2,438,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $3,658,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 23SR0034004,  Location: SOUTH OF SR020 (Lat: 36.021556,  Lng: -89.406306),  Route carried "on" structure: US 412,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 11,990 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,176 (year 2028),  Design Load: HS 20,  Features Intersected: N. FK. FORKED DEER RIVER,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.05m (46.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $2,438,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $3,658,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 6,340 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,264 (year 2028),  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: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: June 2006,  Bridge Improvement Cost: $1,710,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,566,000 ( Estimate for 2008),  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: 6,640 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,920 (year 2028),  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: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $347,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 5,940 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,016 (year 2028),  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: Good,  Culverts: Good,  Operating Rating: 44.1 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: Superior 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 23029240001,  Location: ON KIST AVE (Lat: 36.034278,  Lng: -89.368139),  Route carried "under" structure: City street 2924,  Year Built: 1946,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,080 (year 2007),  Truck Traffic: 2%,  Features Intersected: IC RR / FAU 2924,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 0.30m (0.98ft),  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: 23I01550025,  Location: NORTH DYERSBURG (Lat: 36.068583,  Lng: -89.397000),  Route carried "under" structure: State highway 78,  Year Built: 1979,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 25,440 (year 2007),  Truck Traffic: 2%,  Features Intersected: I155 / SR 78,  Facility Carried by Structure: I155
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.375,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  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: 6.92m (22.70ft),  Average Daily Traffic: 7,460 (year 2007),  Truck Traffic: 2%,  Features Intersected: I155 / SR 78,  Facility Carried by Structure: I155
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 3.782,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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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: 6.74m (22.11ft),  Average Daily Traffic: 14,050 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 3 / I155,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 5.13m (16.83ft),  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: 6.74m (22.11ft),  Average Daily Traffic: 13,530 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 3 / I155
Minimum Vertical Clearance: 5.16m (16.93ft),  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: 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: 8.41m (27.59ft),  Average Daily Traffic: 10,060 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 3 / SR 211,  Facility Carried by Structure: FAP 3
Minimum Vertical Clearance: 5.03m (16.50ft),  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: 9.02m (29.59ft),  Average Daily Traffic: 14,250 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 3 / SR 211
Minimum Vertical Clearance: 5.18m (16.99ft),  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)