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

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Structure Number: 89033930001,  Location: IN SW MCMINNVILLE (Lat: 35.680917,  Lng: -85.781383),  Route carried "on" structure: State highway 286,  Year Built: 1930,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 23.41m (76.80ft),  Average Daily Traffic: 5,760 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,216 (year 2028),  Design Load: H 15,  Features Intersected: BARREN FORK RIVER
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 4.088,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 23.41m (76.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $5,135,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $7,703,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 89034070001,  Location: .09 MI W OF SR1 (Lat: 35.680867,  Lng: -85.773167),  Route carried "on" structure: City street 916,  Year Built: 1991,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 6,800 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,880 (year 2028),  Design Load: HS 20,  Features Intersected: CFW RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 890A1740001,  Location: 2MI NORTH OF SR1BYPASS (Lat: 35.708750,  Lng: -85.767067),  Route carried "on" structure: County highway 174,  Year Built: 1935,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 370 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 592 (year 2028),  Design Load: H 15,  Features Intersected: BYBEE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $260,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890A7900001,  Location: 2MI EAST OF SR56 (Lat: 35.666267,  Lng: -85.795233),  Route carried "on" structure: City street 790,  Year Built: 1989,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 730 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,168 (year 2028),  Design Load: HS 20,  Features Intersected: CFW RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 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: 14.6m (47.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.23m (20.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $759,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,139,000 ( 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: 89SR0010017,  Location: CITY OF MCMINNVILLE (Lat: 35.696667,  Lng: -85.803333),  Route carried "on" structure: US 1,  Year Built: 1988,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 10,030 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,920 (year 2028),  Design Load: HS 20,  Features Intersected: SR 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.156,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than 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: January 2007,  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: 89SR0010018,  Location: CITY OF MCMINNVILLE (Lat: 35.696667,  Lng: -85.803333),  Route carried "on" structure: US 1,  Year Built: 1988,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 10,030 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,920 (year 2028),  Design Load: HS 20,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.156,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: 89SR0550005,  Location: .5 MI S OF SR1 (Lat: 35.670000,  Lng: -85.776667),  Route carried "on" structure: State highway 55,  Year Built: 1956,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 10,650 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,040 (year 2028),  Design Load: H 20,  Features Intersected: BARREN FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.65m (74.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,498,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,248,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 89SR0550007,  Location: .5 MI S OF SR56 (Lat: 35.673333,  Lng: -85.776667),  Route carried "on" structure: State highway 55,  Year Built: 1955,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 10,650 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,848 (year 2028),  Design Load: H 20,  Features Intersected: CFW RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.538,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $356,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 89SR0550009,  Location: CITY OF MCMINNVILLE (Lat: 35.651667,  Lng: -85.811667),  Route carried "on" structure: State highway 55,  Year Built: 1992,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 11,340 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,568 (year 2028),  Design Load: HS 20,  Features Intersected: SR 55 (BR) & CF&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.661,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 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: 34.7m (113.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 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 desirable criteria,  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: January 2007,  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: 89SR0550013,  Location: 1 M SOUTH OF SR 1 JCT (Lat: 35.681667,  Lng: -85.813333),  Route carried "on" structure: State highway 55,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 11,340 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,568 (year 2028),  Design Load: HS 20,  Features Intersected: OAKLAND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.363,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Very 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: 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: January 2007

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Structure Number: 89SR0560005,  Location: 2 MI E OF SR1 (Lat: 35.671667,  Lng: -85.758333),  Route carried "on" structure: State highway 56,  Year Built: 1941,  Status: Open,  Structure Length: 17.71m (58.10ft),  Average Daily Traffic: 9,370 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,992 (year 2028),  Design Load: H 15,  Features Intersected: BARREN FORK RIVER
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 18.942,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.40m (60.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Bridge Improvement Cost: $3,746,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $5,620,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 89SR0560007,  Location: IN MCMINNVILLE (Lat: 35.678333,  Lng: -85.768333),  Route carried "on" structure: State highway 56,  Year Built: 1974,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,710 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,560 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CFW RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.326,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  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 desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $328,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 89SR0010009,  Location: IN MCMINNVILLE (Lat: 35.698333,  Lng: -85.823333),  Route carried "under" structure: US 70,  Year Built: 1950,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,650 (year 2007),  Truck Traffic: 5%,  Features Intersected: CANEY FORK & WESTERN RR,  Facility Carried by Structure: FAU 380 349499Y
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.042,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 89SR0010017,  Location: CITY OF MCMINNVILLE (Lat: 35.696667,  Lng: -85.803333),  Route carried "under" structure: State highway 55,  Year Built: 1988,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 12,630 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 1,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.031,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 89SR0010018,  Location: CITY OF MCMINNVILLE (Lat: 35.696667,  Lng: -85.803333),  Route carried "under" structure: US 1,  Year Built: 1988,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 16,990 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 1
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 17.204,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 89SR0550009,  Location: CITY OF MCMINNVILLE (Lat: 35.651667,  Lng: -85.811667),  Route carried "under" structure: Business State highway 55,  Year Built: 1992,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 6,420 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 55
Minimum Vertical Clearance: 8.83m (28.97ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 89SR055001,  Location: CITY OF MCMINNVILLE (Lat: 35.650000,  Lng: -85.813333),  Route carried "under" structure: Ramp State highway 55,  Year Built: 1992,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 13,310 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 55
Minimum Vertical Clearance: 0.77m (2.53ft),  Kilometerpoint: 14.532,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)