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

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Structure Number: 19I04400059,  Location: I440 @ LEALAND LANE (Lat: 36.116000,  Lng: -86.786000),  Route carried "on" structure: Interstate 440,  Year Built: 1987,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 94,254 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 165,904 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.888,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 14 degrees,  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: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: Febuary 2022

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Structure Number: 19K32480001,  Location: IN OAK HILL (Lat: 36.062267,  Lng: -86.813950),  Route carried "on" structure: City street 3248,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,469 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,864 (year 2041),  Design Load: H 15,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $152,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19K32830001,  Location: 0.74 MI E SR 11 (Lat: 36.185333,  Lng: -86.760850),  Route carried "on" structure: City street 4915,  Year Built: 1965,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 9,650 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,584 (year 2041),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.167,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19K32830005,  Location: 2.67 MI. E. SR-11 (Lat: 36.181683,  Lng: -86.726500),  Route carried "on" structure: City street 4939,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 5,032 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,064 (year 2041),  Design Load: H 15,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.980,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $521,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19L32580001,  Location: NEAR NASHVILLE TENN. (Lat: 36.175133,  Lng: -86.783650),  Route carried "on" structure: City street 3258,  Year Built: 1994,  Status: Open,  Structure Length: 55.93m (183.50ft),  Average Daily Traffic: 32,551 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,944 (year 2041),  Design Load: HS 20,  Features Intersected: JEFFERSON ST/CUMBERLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Navigation Control: Yes ( Vertical Clearance: 24.3m (79.7ft), Horizontal Clearance: 96.0m (315.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 98.1m (321.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 55.93m (183.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $6,387,000,  Roadway Improvement Cost: $639,000,  Total Project Cost: $9,581,000 ( 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: 19L32680001,  Location: IN NASHVILLE (Lat: 36.202500,  Lng: -86.777133),  Route carried "on" structure: City street 611,  Year Built: 1982,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 6,950 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,120 (year 2041),  Design Load: HS 20,  Features Intersected: PAGES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.733,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $286,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19L32680003,  Location: IN PARKWOOD (Lat: 36.232783,  Lng: -86.781300),  Route carried "on" structure: City street 3268,  Year Built: 2003,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 14,949 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,896 (year 2041),  Design Load: HS 20,  Features Intersected: EWING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19L32680005,  Location: IN NASHVILLE (Lat: 36.250017,  Lng: -86.776583),  Route carried "on" structure: City street 3268,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,690 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,672 (year 2041),  Design Load: H 15,  Features Intersected: N FORK EWING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.005,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $154,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19L32680007,  Location: IN NASHVILLE (Lat: 36.278567,  Lng: -86.783050),  Route carried "on" structure: City street 3268,  Year Built: 1995,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,344 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.530,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: April 2021

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Structure Number: 19M32420001,  Location: DOWNTOWN NASHVILLE (Lat: 36.158833,  Lng: -86.789908),  Route carried "on" structure: City street 3242,  Year Built: 1991,  Status: Open,  Structure Length: 51.15m (167.81ft),  Average Daily Traffic: 17,623 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,072 (year 2041),  Design Load: HS 20,  Features Intersected: CHURCH ST/10-11-12&CSX R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 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: 34.0 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.15m (167.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,496,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $6,745,000 ( Estimate for 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: 19M32440001,  Location: THE WOODLAND ST. BRIDGE (Lat: 36.166867,  Lng: -86.776367),  Route carried "on" structure: City street 3244,  Year Built: 1964,  Status: Open,  Structure Length: 25.42m (83.40ft),  Average Daily Traffic: 14,152 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,643 (year 2042),  Design Load: H 20,  Features Intersected: CUMBERLAND RIVER & GAY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 97.5m (319.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.2 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: 13.3 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.42m (83.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $4,642,000,  Roadway Improvement Cost: $465,000,  Total Project Cost: $6,964,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19M32860001,  Location: IN NASHVILLE (Lat: 36.255706,  Lng: -86.708831),  Route carried "on" structure: City street 4171,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 13,216 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,264 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $152,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19S61510001,  Location: 1.6 M SE OF CHEATHAM CL (Lat: 36.192197,  Lng: -86.960983),  Route carried "on" structure: State highway 251,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,194 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,710 (year 2041),  Design Load: HS 20,  Features Intersected: CUB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.511,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 42.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $389,000 ( Estimate for 2021)

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Structure Number: 19S61510003,  Location: 4 M NW JCT SR24&SR251 (Lat: 36.154617,  Lng: -86.951383),  Route carried "on" structure: State highway 251,  Year Built: 1982,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 4,194 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,710 (year 2041),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.226,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 19S61530001,  Location: .2 M W JCT SR106&SR254 (Lat: 36.048450,  Lng: -86.866783),  Route carried "on" structure: State highway 254,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 20,557 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,891 (year 2041),  Design Load: HL 93,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.088,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19S61530003,  Location: SR12 @ SCOTTSBORO (Lat: 36.210603,  Lng: -86.921439),  Route carried "on" structure: City street 228,  Year Built: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 880 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,408 (year 2041),  Design Load: H 15,  Features Intersected: SULPHUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 19S61580001,  Location: 2.04 MI. E. I-65 (Lat: 36.041556,  Lng: -86.747564),  Route carried "on" structure: State highway 254,  Year Built: 1993,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 40,890 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,424 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.176,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19S61580003,  Location: 2.2 MI. E. I65 (Lat: 36.040517,  Lng: -86.745250),  Route carried "on" structure: State highway 254,  Year Built: 1993,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 40,890 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,424 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.450,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19S61580005,  Location: .8 M W JCT SR254&I24 (Lat: 36.045150,  Lng: -86.672017),  Route carried "on" structure: State highway 254,  Year Built: 1989,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 41,525 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,440 (year 2041),  Design Load: HS 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.708,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 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 desirable 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: April 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: 19S61580007,  Location: .1 M W JCT SR254&I24 (Lat: 36.045017,  Lng: -86.659250),  Route carried "on" structure: State highway 254,  Year Built: 1974,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 41,525 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,440 (year 2041),  Design Load: HS 20,  Features Intersected: COLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.834,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19S62190001,  Location: .2 M E JCT I65&SR65 (Lat: 36.206367,  Lng: -86.773167),  Route carried "on" structure: US 431,  Year Built: 1969,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 25,257 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,411 (year 2041),  Design Load: H 15,  Features Intersected: PAGES BRANCH,  Facility Carried by Structure: FAU 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19S63260001,  Location: BRILEY PKWY @ AIRPORT DR (Lat: 36.129567,  Lng: -86.695100),  Route carried "on" structure: State highway 155,  Year Built: 1959,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 34,321 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 54,914 (year 2041),  Design Load: HS 20,  Features Intersected: BRILEY PKWY / AIRPORT D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.449,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 46.8 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,763,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $2,645,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19S63260003,  Location: 1.9 M SW JCT SR24&SR255 (Lat: 36.152100,  Lng: -86.690417),  Route carried "on" structure: State highway 155,  Year Built: 2007,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 98,714 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 157,942 (year 2041),  Design Load: HS 20,  Features Intersected: SR-155 / ELM HILL PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.362,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.5m (185.4ft),  Curb-To-Curb Width: 57.6m (189.0ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 19S63260007,  Location: SR155 @ TWO RIVERS PKWY (Lat: 36.189617,  Lng: -86.687817),  Route carried "on" structure: State highway 155,  Year Built: 2006,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 99,360 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 158,976 (year 2041),  Design Load: HS 20,  Features Intersected: BRILEY PKW/TWO RIVERS PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.126,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 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: 28.7m (94.2ft),  Curb-To-Curb Width: 43.3m (142.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.8 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: Equal to present desirable 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: April 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: 19S63260009,  Location: BRILEY PKWY@OPRYLAND DR (Lat: 36.197133,  Lng: -86.687700),  Route carried "on" structure: State highway 155,  Year Built: 1970,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 93,772 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 150,035 (year 2041),  Design Load: HS 20,  Features Intersected: BRILEY PKWY / OPRYLAND D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.979,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 52.5m (172.2ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 61.2 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,315,000,  Roadway Improvement Cost: $332,000,  Total Project Cost: $4,973,000 ( Estimate for 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: 19S63260013,  Location: 2 M S JCT SR6&SR45 (Lat: 36.235750,  Lng: -86.710222),  Route carried "on" structure: State highway 155,  Year Built: 2005,  Status: Open,  Structure Length: 34.61m (113.55ft),  Average Daily Traffic: 95,530 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 152,848 (year 2041),  Design Load: HS 20,  Features Intersected: CUMBERLAND RIVER & B428,  Facility Carried by Structure: BRILEY PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.129,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 99.1m (325.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.6 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: 28.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.61m (113.55ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $20,426,000,  Roadway Improvement Cost: $2,043,000,  Total Project Cost: $30,640,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19S63260014,  Location: 2 M S JCT SR6&SR45 (Lat: 36.235500,  Lng: -86.710167),  Route carried "on" structure: State highway 155,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 34.56m (113.39ft),  Average Daily Traffic: 95,530 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 152,848 (year 2041),  Design Load: HS 20,  Features Intersected: CUMBERLAND RIVER & B428,  Facility Carried by Structure: BRILEY PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.129,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 91.4m (299.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 99.1m (325.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.56m (113.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $4,076,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $6,115,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19S63260015,  Location: 2.1 M S JCT SR6&SR45 (Lat: 36.233550,  Lng: -86.714783),  Route carried "on" structure: State highway 155,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 95,530 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 152,848 (year 2041),  Design Load: HS 20,  Features Intersected: BRILEY PKWY/BRUSH HILL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.547,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 19S63340001,  Location: BELLEMEAD BLVD-WEST END (Lat: 36.089733,  Lng: -86.860650),  Route carried "on" structure: City street 4881,  Year Built: 1992,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 3,315 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,608 (year 2041),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: April 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: 19S63340003,  Location: BELLEMEADE BLVD-WEST END (Lat: 36.090783,  Lng: -86.859500),  Route carried "on" structure: City street 4881,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,736 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,424 (year 2041),  Design Load: HS 20,  Features Intersected: BELLE MEADE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.021,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: April 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: 19S63350001,  Location: IN NASHVILLE (Lat: 36.183353,  Lng: -86.607947),  Route carried "on" structure: County highway 191,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 22,140 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,424 (year 2041),  Design Load: H 15,  Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.439,  Lanes on structure: 2,  Owner: County 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: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  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: Equal to 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: September 2021

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Structure Number: 19S63550001,  Location: 0.14 MI. E. SR-6 (Lat: 36.081667,  Lng: -86.761667),  Route carried "on" structure: State highway 255,  Year Built: 1998,  Status: Open,  Structure Length: 15.14m (49.67ft),  Average Daily Traffic: 21,061 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 33,698 (year 2041),  Design Load: HS 20,  Features Intersected: CSX RR (RADNOR YARDS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: May 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: 19S63550003,  Location: .1 M E JCT SR11&SR255 (Lat: 36.080008,  Lng: -86.724900),  Route carried "on" structure: State highway 255,  Year Built: 1966,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,000 (year 2041),  Design Load: HS 20,  Features Intersected: SEVEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.603,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 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: 16.5m (54.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $212,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19S63940001,  Location: 1.8 M NW JCT SR6&SR255 (Lat: 36.110208,  Lng: -86.782003),  Route carried "on" structure: City street 3250,  Year Built: 1931,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 22,889 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,120 (year 2041),  Design Load: HS 20,  Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  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: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 84.6 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: April 2021

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Structure Number: 19SR0010001,  Location: 3 MI E OF CHEATHAM CO LI (Lat: 36.091583,  Lng: -86.989267),  Route carried "on" structure: US 70,  Year Built: 1926,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 8,124 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,998 (year 2041),  Design Load: H 15,  Features Intersected: WEST FORK BUFFALO CREEK,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $437,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19SR0010003,  Location: .1 M SE JCT SR24&SR1 (Lat: 36.091083,  Lng: -86.978833),  Route carried "on" structure: US 70,  Year Built: 1926,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 5,051 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,082 (year 2041),  Design Load: H 15,  Features Intersected: EAST FORK BUFFALO CREEK,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.939,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $314,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19SR0010005,  Location: 1.O M NE JCT SR251&SR1 (Lat: 36.092867,  Lng: -86.884567),  Route carried "on" structure: US 70,  Year Built: 1926,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 21,985 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,176 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAU 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.158,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  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: Fair,  Operating Rating: 42.3 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $478,000 ( Estimate for 2021)

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Structure Number: 19SR0010007,  Location: .1 M SW JCT SR100&SR1 (Lat: 36.097550,  Lng: -86.874950),  Route carried "on" structure: US 70,  Year Built: 1999,  Status: Open,  Structure Length: 19.26m (63.19ft),  Average Daily Traffic: 19,030 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,448 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH & CSX RR,  Facility Carried by Structure: FAU 1 348029M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.172,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing