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


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 240ft / 72.8mTotal length
  • $9,889,000Total costs
  • 357,985Total average daily traffic
  • 33,297Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Goodlettsville
  • No street view available for this location

New bridges in Goodlettsville, TN - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11920-1929
  • 21940-1949
  • 31950-1959
  • 111960-1969
  • 121980-1989
  • 11990-1999
  • 12000-2009
  • 32010-2019
Reconstructed bridges in Goodlettsville, TN - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 01950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 21990-1999
  • 22000-2009
Average Bridge Daily Traffic in Goodlettsville, TN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 42.9%Good
  • 28.6%Satisfactory
  • 28.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Very good
  • 42.9%Good
  • 42.9%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 14.3%Very good
  • 85.7%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 29.2%Good
  • 12.5%Satisfactory
  • 20.8%Fair
  • 4.2%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 18.2%Very good
  • 54.5%Good
  • 13.6%Satisfactory
  • 13.6%Fair
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Structure Number: 190A3900001,  Location: DODSON-CHAPEL RD@HERMITAG (Lat: 36.184817,  Lng: -86.609800),  Route carried "on" structure: County highway 1952,  Year Built: 1989,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,075 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,712 (year 2041),  Design Load: HS 20,  Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 10.4m (34.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.5 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: Better than present minimum criteria,  Deck Geometry: 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: May 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: 190A3960005,  Location: CITY OF GOODLETTSVILLE (Lat: 36.326067,  Lng: -86.705300),  Route carried "on" structure: City street 396,  Year Built: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,850 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,160 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.813,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 9.3m (30.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $92,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 190B3100001,  Location: 1 M N OF I24 (Lat: 36.040289,  Lng: -86.633344),  Route carried "on" structure: City street 4960,  Year Built: 1989,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 3,935 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,552 (year 2041),  Design Load: HS 20,  Features Intersected: OLD FRANKLIN RD / CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 190B3190001,  Location: LONG HOLLOW PK@GALLATIN R (Lat: 36.322150,  Lng: -86.711433),  Route carried "on" structure: City street 319,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,880 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,208 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.249,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 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: Good,  Culverts: Good,  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: 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 2021
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Structure Number: 190C7920001,  Location: IN NASHVILLE (Lat: 36.356383,  Lng: -86.733217),  Route carried "on" structure: City street 398,  Year Built: 1984,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 360 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 576 (year 2041),  Design Load: HS 20,  Features Intersected: BAKERS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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
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Structure Number: 190C8080001,  Location: IN GOODLETSVILLE (Lat: 36.335300,  Lng: -86.791100),  Route carried "on" structure: City street 341,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 280 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 448 (year 2041),  Design Load: HS 20,  Features Intersected: LUMSLEY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 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: 190D2090001,  Location: IN GOODLETTSVILLE (Lat: 36.295081,  Lng: -86.707622),  Route carried "on" structure: City street 4930,  Year Built: 1981,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 9,335 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,928 (year 2041),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $434,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 190E5500001,  Location: SUMNER-DAVIDSON CO LINE (Lat: 36.351289,  Lng: -86.722789),  Route carried "on" structure: City street 550,  Year Built: 1986,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 160 (year 2041),  Design Load: HS 20,  Features Intersected: MANSKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.203,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 9.4m (30.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 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: 190F9480001,  Location: 0.5 M SR11 (Lat: 36.299119,  Lng: -86.727539),  Route carried "on" structure: City street 11,  Year Built: 2017,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 19,380 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,008 (year 2041),  Design Load: HL 93,  Features Intersected: DRY CREEK,  Facility Carried by Structure: DRY CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 190F9480003,  Location: 0.5 M SR11 (Lat: 36.299644,  Lng: -86.730217),  Route carried "on" structure: City street 31,  Year Built: 2017,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 19,380 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,008 (year 2039),  Design Load: HL 93,  Features Intersected: DRY CREEK,  Facility Carried by Structure: DRY CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 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: 12.2m (40.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 19SR0110031,  Location: .2 M S JCT SR11&SR174 (Lat: 36.322100,  Lng: -86.713383),  Route carried "on" structure: US 31,  Year Built: 1928,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 13,892 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,227 (year 2041),  Design Load: HS 20,  Features Intersected: ROSCOE BRANCH,  Facility Carried by Structure: FAU 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.592,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 19SR0110,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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)

Condition: Channel: Very good,  Culverts: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $557,000 ( Estimate for 2021)
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Structure Number: 19SR0110035,  Location: 1.2 M N JCT SR11&SR174 (Lat: 36.338633,  Lng: -86.717650),  Route carried "on" structure: US 31,  Year Built: 2013,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 22,865 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,584 (year 2041),  Design Load: HL 93,  Features Intersected: MANSKER CREEK,  Facility Carried by Structure: FAU 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.491,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 19SR0110,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.8 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: 32.4 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 830A0460001,  Location: 3.6 MI NW JCT SR 6&SR 258 (Lat: 36.351717,  Lng: -86.684550),  Route carried "on" structure: City street 4875,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,376 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,202 (year 2041),  Design Load: H 20,  Features Intersected: MADISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  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: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 45.0 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: Better than 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: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 830A0460005,  Location: 1.9 MI NE JCT SR11&SR41 (Lat: 36.362500,  Lng: -86.692867),  Route carried "on" structure: City street 46,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 430 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 688 (year 2041),  Design Load: H 15,  Features Intersected: PATTEN'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.387,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Channel: Fair,  Culverts: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $112,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 830A0480001,  Location: EAST OF GOODLETTSVILLE (Lat: 36.339183,  Lng: -86.681083),  Route carried "on" structure: City street 48,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 660 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,056 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  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: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021
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Structure Number: 830A9610001,  Location: 3.4 MI SE JCT SR25&SR109 (Lat: 36.369333,  Lng: -86.390717),  Route carried "on" structure: County highway 961,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 110 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 176 (year 2041),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020
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Structure Number: 830A9690001,  Location: E. OF GOODLETTSVILLE (Lat: 36.343433,  Lng: -86.681483),  Route carried "on" structure: City street 969,  Year Built: 1980,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 840 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,344 (year 2041),  Design Load: HS 20,  Features Intersected: MADISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.392,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 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: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Very good,  Culverts: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $277,000 ( 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: 830B9000001,  Location: ALLEN ROAD (Lat: 36.346900,  Lng: -86.676567),  Route carried "on" structure: City street 33,  Year Built: 2006,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 430 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 688 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83I00650003,  Location: 1 M N DAVIDSON CO LINE (Lat: 36.347167,  Lng: -86.716317),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 56,491 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 94,752 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I65 / SR 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.6 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: 32.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83I00650004,  Location: 1 M N DAVIDSON CO LINE (Lat: 36.346817,  Lng: -86.716483),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 56,491 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 94,752 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I65 / SR 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.6 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83S61260001,  Location: 1.7 M NE JCT SR174&I65 (Lat: 36.338633,  Lng: -86.681417),  Route carried "on" structure: State highway 174,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 5,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,256 (year 2040),  Design Load: H 15,  Features Intersected: MADISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020
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Structure Number: 83S61260003,  Location: 1.9 M NE JCT SR174&I65 (Lat: 36.341733,  Lng: -86.680083),  Route carried "on" structure: State highway 174,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 5,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,256 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 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: Good,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to 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: September 2020,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $472,000 ( Estimate for 2020)
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Structure Number: 83S61260005,  Location: 2.2 M NE JCT SR174&I65 (Lat: 36.345467,  Lng: -86.677000),  Route carried "on" structure: State highway 174,  Year Built: 1955,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,256 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $538,000 ( Estimate for 2020)
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Structure Number: 83SR0102001,  Location: .4 M S JCT SR376&SR6 (Lat: 36.494950,  Lng: -86.275183),  Route carried "on" structure: US 231,  Year Built: 1943,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,239 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,728 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 376
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.9 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: 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 2020
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Structure Number: 83SR0110001,  Location: .3 M SW JCT SR41&I65 (Lat: 36.343150,  Lng: -86.719600),  Route carried "on" structure: US 31,  Year Built: 1968,  Year Reconstructed: 2012,  Status: Posted for load,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 16,383 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,213 (year 2042),  Design Load: HS 20,  Features Intersected: SR 41 / SR 11,  Facility Carried by Structure: FAP 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 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: 36.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,872,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $4,309,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83SR0110003,  Location: 1.3 M N JCT SR11&SR41 (Lat: 36.357667,  Lng: -86.725033),  Route carried "on" structure: US 41,  Year Built: 1987,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 25,434 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,694 (year 2042),  Design Load: HS 20,  Features Intersected: MANSKER CREEK,  Facility Carried by Structure: FAP 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.165,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Good,  Culverts: Fair,  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: 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: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,962,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $2,944,000 ( Estimate for 2022),  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: 83SR1740001,  Location: 4.1 MI NW JCT SR6&SR 258 (Lat: 36.361350,  Lng: -86.662417),  Route carried "on" structure: State highway 174,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,256 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.391,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020
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Structure Number: 83SR1740003,  Location: 4.3 MI NW JCT SR6 & SR258 (Lat: 36.363631,  Lng: -86.658606),  Route carried "on" structure: State highway 174,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,256 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.906,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020
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Structure Number: 83SR1740005,  Location: 4.5 MI NW JCT SR6 & SR258 (Lat: 36.364717,  Lng: -86.656969),  Route carried "on" structure: State highway 174,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,256 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.035,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020
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Structure Number: 190A3960003,  Location: CITY OF GOODLETTSVILLE (Lat: 36.324183,  Lng: -86.709033),  Route carried "under" structure: City street 396,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 3,080 (year 2022),  Truck Traffic: 5%,  Features Intersected: CSX RR / EAST CEDAR ST.,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 3.71m (12.17ft),  Kilometerpoint: 0.401,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 190C7900001,  Location: IN NASHVILLE (Lat: 36.338117,  Lng: -86.721167),  Route carried "under" structure: City street 343,  Year Built: 1910,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 5%,  Features Intersected: CSX RR / NFA A343,  Facility Carried by Structure: CSX RR 348104W
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.211,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 19SR0110055,  Location: NORTH DAVIDSON CO. (Lat: 36.335500,  Lng: -86.717200),  Route carried "under" structure: US 31,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 16,562 (year 2020),  Truck Traffic: 9%,  Features Intersected: CSX RAILROAD / SR 11,  Facility Carried by Structure: CSX RR 348103P
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 40.153,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 83I00650003,  Location: NEAR GOODLETTSVILLE TENN. (Lat: 36.347167,  Lng: -86.716317),  Route carried "under" structure: US 31,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,591 (year 2020),  Truck Traffic: 9%,  Features Intersected: I65 / SR 41,  Facility Carried by Structure: I65
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 83I00650004,  Location: NEAR GOODLETTSVILLE TENN. (Lat: 36.345000,  Lng: -86.716667),  Route carried "under" structure: US 31,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 16,383 (year 2020),  Truck Traffic: 9%,  Features Intersected: I65 / SR 41,  Facility Carried by Structure: I65
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 83SR0110001,  Location: NEAR GOODLETTSVILLE TENN. (Lat: 36.341667,  Lng: -86.720000),  Route carried "under" structure: US 41,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 17,073 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 41 / SR 11
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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