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 - historical statistics
- 11910-1919
- 11920-1929
- 21940-1949
- 31950-1959
- 111960-1969
- 121980-1989
- 11990-1999
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 85.7%Good
- Bridge Condition - Channel
- 33.3%Very good
- 29.2%Good
- 12.5%Satisfactory
- 20.8%Fair
- 4.2%Poor
- 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
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
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
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
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
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
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
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
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
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
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)
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
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
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
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
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
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
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
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
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
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
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)
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)
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)