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

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Structure Number: 60S63220007,  Location: 0.5 M. S. SPRING HILL (Lat: 35.740983,  Lng: -86.924817),  Route carried "on" structure: City street 1907,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,318 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,616 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 60SR0060029,  Location: 6.31 MI.N. JCT.FAS 6181 (Lat: 35.743683,  Lng: -86.939350),  Route carried "on" structure: US 31,  Year Built: 1954,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 17,360 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,624 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.725,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to 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: March 2020,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $518,000 ( Estimate for 2020)

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Structure Number: 60SR0060079,  Location: 2.5 M S SR 247 (Lat: 35.738200,  Lng: -86.947100),  Route carried "on" structure: US 31,  Year Built: 1989,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,360 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,624 (year 2040),  Design Load: HS 20,  Features Intersected: SR 6-STR. 1 / SR 396,  Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.791,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $592,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60SR0060081,  Location: 2.5 M S SR 247 (Lat: 35.738967,  Lng: -86.945767),  Route carried "on" structure: Ramp State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 33,305 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,168 (year 2040),  Design Load: HS 20,  Features Intersected: SR396-RAMP-STR 3 / SR 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60SR1060003,  Location: 5 MILES N.OF LEE'S CORNER (Lat: 35.704700,  Lng: -86.835250),  Route carried "on" structure: US 431,  Year Built: 1947,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,911 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARLTON BRANCH,  Facility Carried by Structure: FAS 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Very 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60SR1060005,  Location: 3 MI E OF I65 (Lat: 35.695433,  Lng: -86.831983),  Route carried "on" structure: State highway 106,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,911 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,016 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.143,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Very good,  Culverts: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60SR2430001,  Location: IN COLUMBIA (Lat: 35.602933,  Lng: -87.068300),  Route carried "on" structure: State highway 243,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 17,770 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,000 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAU 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.592,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $311,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60SR2470003,  Location: 1.8 M E JCT SR246&SR247 (Lat: 35.752542,  Lng: -86.951858),  Route carried "on" structure: State highway 247,  Year Built: 2020,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 6,179 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,886 (year 2041),  Design Load: HL 93,  Features Intersected: CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.435,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60SR2470005,  Location: 3 M E JCT SR246&SR247 (Lat: 35.752833,  Lng: -86.948633),  Route carried "on" structure: State highway 247,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,179 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,886 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.773,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60SR3960001,  Location: .8 M S JCT I65 & SR 247 (Lat: 35.745683,  Lng: -86.870567),  Route carried "on" structure: Ramp State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 38,563 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,008 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.178,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 60SR3960003,  Location: SATURN PKWY @ SPRING HILL (Lat: 35.732483,  Lng: -86.925100),  Route carried "on" structure: State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 32,065 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,184 (year 2040),  Design Load: HS 20,  Features Intersected: SR396 RL/NFA 1907 & A CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60SR3960004,  Location: SATURN PKWY @ SPRINGHILL (Lat: 35.732717,  Lng: -86.925117),  Route carried "on" structure: State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 32,065 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,184 (year 2040),  Design Load: HS 20,  Features Intersected: SR396LL/NFA 1907 @ A CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60SR3960005,  Location: IN SPRINGHILL NEAR KEDRON (Lat: 35.730700,  Lng: -86.924500),  Route carried "on" structure: Ramp State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 32,065 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,936 (year 2038),  Design Load: HS 20,  Features Intersected: SR396-RT RMP/MCCUTHEON C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 60SR3960006,  Location: IN SPRINGHILL NEAR KEDRON (Lat: 35.733850,  Lng: -86.924483),  Route carried "on" structure: Ramp State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 32,065 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,952 (year 2038),  Design Load: HS 20,  Features Intersected: SR396-LF RMP/MCCUTHEON C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2020

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Structure Number: 60SR3960007,  Location: PORT ROYAL RD IN COLUMBIA (Lat: 35.734067,  Lng: -86.894017),  Route carried "on" structure: City street 125,  Year Built: 1989,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 14,435 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,864 (year 2040),  Design Load: HS 20,  Features Intersected: PORT ROYAL RD / SR 396
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.581,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,713,000,  Roadway Improvement Cost: $372,000,  Total Project Cost: $5,570,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60SR3960009,  Location: NEAR PORT ROYAL ROAD (Lat: 35.733900,  Lng: -86.899200),  Route carried "on" structure: State highway 396,  Year Built: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 32,065 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 55,184 (year 2040),  Design Load: HS 20,  Features Intersected: AENON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.699,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 2 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: Very good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $553,000 ( Estimate for 2020)

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Structure Number: 60SR3960011,  Location: NEAR I65 & WILLIAM CO LN (Lat: 35.738750,  Lng: -86.881483),  Route carried "on" structure: State highway 396,  Year Built: 1989,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 38,563 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 70,912 (year 2040),  Design Load: HS 20,  Features Intersected: AENON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 63.4m (208.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $631,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $947,000 ( Estimate for 2020)

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Structure Number: 60SR3960013,  Location: SATURN PKWY @ SPRINGHILL (Lat: 35.732717,  Lng: -86.925117),  Route carried "on" structure: State highway 396,  Year Built: 2020,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 33,305 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 57,888 (year 2041),  Design Load: HL 93,  Features Intersected: SR396LL/NFA 1907 @ A CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 94I00650041,  Location: .8 M S JCT I65 & SR 247 (Lat: 35.742733,  Lng: -86.874350),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 84,324 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 130,928 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 94S62510001,  Location: 1 M E MAURY CO LINE (Lat: 35.752600,  Lng: -86.893650),  Route carried "on" structure: State highway 247,  Year Built: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,256 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,384 (year 2041),  Design Load: HS 20,  Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.698,  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: 4.6m (15.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than 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: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $214,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 94S62510003,  Location: 2.1M E MAURY CO LINE (Lat: 35.752783,  Lng: -86.874400),  Route carried "on" structure: State highway 247,  Year Built: 1979,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,874 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,512 (year 2041),  Design Load: HS 20,  Features Intersected: AENON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.404,  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: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $218,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 94S62510005,  Location: .2 MI.W.OF LEWISBURG PIKE (Lat: 35.746617,  Lng: -86.840400),  Route carried "on" structure: State highway 247,  Year Built: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,874 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,512 (year 2041),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.647,  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: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.9 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $182,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 94SR1060001,  Location: .3 M S JCT SR106&SR247 (Lat: 35.742817,  Lng: -86.838867),  Route carried "on" structure: US 431,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 4,724 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,040 (year 2041),  Design Load: HL 93,  Features Intersected: RUTHERFORD CREEK,  Facility Carried by Structure: FAS 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  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: 28.2 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $886,000 ( 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: 600B0750001,  Location: 2.5 M SOUTH DR 247 (Lat: 35.739933,  Lng: -86.946700),  Route carried "under" structure: County highway 75,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 8,580 (year 2022),  Truck Traffic: 2%,  Features Intersected: RMP FR 396 TO SR6,  Facility Carried by Structure: SR-6/SR-396 RAMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.468,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 60I00650023,  Location: NEAR COLUMBIA TENN. (Lat: 35.690417,  Lng: -86.885950),  Route carried "under" structure: Interstate 65,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 54,228 (year 2020),  Truck Traffic: 17%,  Features Intersected: KEDRON RD. / I65,  Facility Carried by Structure: NFA 972 (SA 6029)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 22.853,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 60I00650027,  Location: NEAR COLUMBIA TENN. (Lat: 35.731550,  Lng: -86.875367),  Route carried "under" structure: Interstate 65,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 54,228 (year 2020),  Truck Traffic: 17%,  Features Intersected: JIM WARREN RD. / I65,  Facility Carried by Structure: NFA A123
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 27.584,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 60I00650039,  Location: .8 M S JCT I65 & SR 247 (Lat: 35.738567,  Lng: -86.873633),  Route carried "under" structure: Interstate 65,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 54,228 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR 396 / I65,  Facility Carried by Structure: FAP 396
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 28.373,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 60I0065004,  Location: .8 M S JCT I65 & SR 247 (Lat: 35.741250,  Lng: -86.873200),  Route carried "under" structure: Interstate 65,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 54,228 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR 396 / I65,  Facility Carried by Structure: FAS 396
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 28.373,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 60SR0060043,  Location: 4 M S SR 247 (Lat: 35.717450,  Lng: -86.969767),  Route carried "under" structure: US 31,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 17,360 (year 2020),  Truck Traffic: 9%,  Features Intersected: RAMP C-SATURN PKWY/SR 6,  Facility Carried by Structure: NFA Z001
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 47.685,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 60SR0060079,  Location: 2.5 M S SR 247 (Lat: 35.738200,  Lng: -86.947100),  Route carried "under" structure: State highway 396,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 33,305 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR 6-STR. 1 / SR 396,  Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 60SR0060081,  Location: 2.5 M S SR247 (Lat: 35.738967,  Lng: -86.945783),  Route carried "under" structure: State highway 6,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 17,360 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR396-RAMP-STR 3 /SR 6
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 50.952,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 60SR3960003,  Location: SATURN PKWY @ SPRINGHILL (Lat: 35.732483,  Lng: -86.925100),  Route carried "under" structure: County highway 1907,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,920 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR396RL/NFA 1907 @ A CR,  Facility Carried by Structure: FAP 396
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 4.522,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 60SR3960004,  Location: SATURN PKWY @ SPRING HILL (Lat: 35.732717,  Lng: -86.925117),  Route carried "under" structure: County highway 1907,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,318 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR396LL/NFA 1907 & A CR,  Facility Carried by Structure: FAP 396
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 4.554,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 60SR3960007,  Location: PORT ROYAL RD IN COLUMBIA (Lat: 35.734067,  Lng: -86.894017),  Route carried "under" structure: State highway 396,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 38,563 (year 2020),  Truck Traffic: 13%,  Features Intersected: PORT ROYAL RD / SR 396,  Facility Carried by Structure: NFA A125
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 5.134,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 60SR3960013,  Location: SATURN PKWY @ SPRING HILL (Lat: 35.732717,  Lng: -86.925117),  Route carried "under" structure: Business County highway 1907,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,920 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR396LL/GM ROAD,  Facility Carried by Structure: FAP 396
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 94I00650001,  Location: NEAR FRANKLIN TENN. (Lat: 35.751683,  Lng: -86.870483),  Route carried "under" structure: Interstate 65,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 84,324 (year 2020),  Truck Traffic: 16%,  Features Intersected: SR 247 / I65,  Facility Carried by Structure: FAS 247
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)