Bridge Statistics for Midtown, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 279ft / 84.8mTotal length
- $10,533,000Total costs
- 337,186Total average daily traffic
- 70,835Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Midtown
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 31950-1959
- 111960-1969
- 31970-1979
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Poor
- Bridge Condition - Substructure
- 37.5%Satisfactory
- 50.0%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 73014250001, Location: 2 M SE OF US70-SR 382 JCT (Lat: 35.855517, Lng: -84.597817), Route carried "on" structure: County highway 1425, Year Built: 1945, Status: Posted for load, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 1,858 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,152 (year 2041), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.55m (34.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,243,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,865,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73014250001, Location: 2 M SE OF US70-SR 382 JCT (Lat: 35.855517, Lng: -84.597817), Route carried "on" structure: County highway 1425, Year Built: 1945, Status: Posted for load, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 1,858 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,152 (year 2041), Design Load: H 15, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.55m (34.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,243,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,865,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 730A1720001, Location: N OFF US70-BTWN SR29&382 (Lat: 35.871433, Lng: -84.593650), Route carried "on" structure: County highway 890, Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 310 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 496 (year 2041), Features Intersected: SHANTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.045, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: 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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730A1720001, Location: N OFF US70-BTWN SR29&382 (Lat: 35.871433, Lng: -84.593650), Route carried "on" structure: County highway 890, Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 310 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 496 (year 2041), Features Intersected: SHANTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.045, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: 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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 730A1890001, Location: N OFF US70-SW OF KINGSTON (Lat: 35.868900, Lng: -84.579350), Route carried "on" structure: County highway 888, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2041), Design Load: H 10, Features Intersected: BOWMAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730A1890001, Location: N OFF US70-SW OF KINGSTON (Lat: 35.868900, Lng: -84.579350), Route carried "on" structure: County highway 888, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2041), Design Load: H 10, Features Intersected: BOWMAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400007, Location: 1.7 M SE JCT I40&SR61 (Lat: 35.901100, Lng: -84.560800), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 56,192 (year 2040), Design Load: HS 20, Features Intersected: SR 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400007, Location: 1.7 M SE JCT I40&SR61 (Lat: 35.901100, Lng: -84.560800), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 56,192 (year 2040), Design Load: HS 20, Features Intersected: SR 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400008, Location: 1.7 M SE JCT I40&SR61 (Lat: 35.901250, Lng: -84.560650), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 53,150 (year 2041), Design Load: HS 20, Features Intersected: SR 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 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: 30.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $819,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,229,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400008, Location: 1.7 M SE JCT I40&SR61 (Lat: 35.901250, Lng: -84.560650), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 53,150 (year 2041), Design Load: HS 20, Features Intersected: SR 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 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: 30.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $819,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,229,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400009, Location: 1 M SE JCT I40&SR29 (Lat: 35.894983, Lng: -84.545833), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 56,192 (year 2040), Design Load: HS 20, Features Intersected: PINE RIDGE RD (NFA 1160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.029, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400009, Location: 1 M SE JCT I40&SR29 (Lat: 35.894983, Lng: -84.545833), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 56,192 (year 2040), Design Load: HS 20, Features Intersected: PINE RIDGE RD (NFA 1160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.029, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I0040001, Location: 1 M SE JCT I40&SR29 (Lat: 35.895133, Lng: -84.545850), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 56,192 (year 2040), Design Load: HS 20, Features Intersected: PINE RIDGE RD (NFA 1160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.029, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,269,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,904,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I0040001, Location: 1 M SE JCT I40&SR29 (Lat: 35.895133, Lng: -84.545850), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 56,192 (year 2040), Design Load: HS 20, Features Intersected: PINE RIDGE RD (NFA 1160)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.029, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,269,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,904,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400011, Location: 1.6 M SE JCT I40&SR29 (Lat: 35.894483, Lng: -84.535133), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 44,813 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 75,792 (year 2040), Design Load: HS 20, Features Intersected: NFA 1226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.4 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: 32.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400011, Location: 1.6 M SE JCT I40&SR29 (Lat: 35.894483, Lng: -84.535133), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 44,813 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 75,792 (year 2040), Design Load: HS 20, Features Intersected: NFA 1226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.4 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: 32.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400012, Location: 1.6 M SE JCT I40&SR29 (Lat: 35.894633, Lng: -84.535083), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 44,813 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 75,792 (year 2040), Design Load: HS 20, Features Intersected: NFA 1226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.4 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: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $809,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,214,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400012, Location: 1.6 M SE JCT I40&SR29 (Lat: 35.894633, Lng: -84.535083), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 44,813 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 75,792 (year 2040), Design Load: HS 20, Features Intersected: NFA 1226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.043, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.4 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: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $809,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,214,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400013, Location: 2.1 M SE JCT I40&SR29 (Lat: 35.890350, Lng: -84.526567), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 43.34m (142.19ft), Average Daily Traffic: 44,813 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 71,701 (year 2042), Design Load: HS 20, Features Intersected: CLINCH RIVER & NFA A774
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 83.8m (274.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 89.0m (292.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.34m (142.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,928,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,893,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400013, Location: 2.1 M SE JCT I40&SR29 (Lat: 35.890350, Lng: -84.526567), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 43.34m (142.19ft), Average Daily Traffic: 44,813 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 71,701 (year 2042), Design Load: HS 20, Features Intersected: CLINCH RIVER & NFA A774
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 83.8m (274.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 89.0m (292.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 43.34m (142.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,928,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,893,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR0010003, Location: 4.83 MI.S.OF KINGSTON (Lat: 35.866633, Lng: -84.594550), Route carried "on" structure: US 70, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,907 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 19,051 (year 2041), Design Load: HS 20, Features Intersected: SHANTY CREEK, Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: Satisfactory, 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 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: May 2021
Structure Number: 73SR0010003, Location: 4.83 MI.S.OF KINGSTON (Lat: 35.866633, Lng: -84.594550), Route carried "on" structure: US 70, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,907 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 19,051 (year 2041), Design Load: HS 20, Features Intersected: SHANTY CREEK, Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: Satisfactory, 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 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: May 2021
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Structure Number: 73SR0010005, Location: 4 MI.FROM KINGSTON (Lat: 35.867367, Lng: -84.581017), Route carried "on" structure: US 70, Year Built: 1953, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,907 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 19,051 (year 2041), Design Load: HS 20, Features Intersected: BOWMAN BRANCH, Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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
Structure Number: 73SR0010005, Location: 4 MI.FROM KINGSTON (Lat: 35.867367, Lng: -84.581017), Route carried "on" structure: US 70, Year Built: 1953, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 11,907 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 19,051 (year 2041), Design Load: HS 20, Features Intersected: BOWMAN BRANCH, Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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
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Structure Number: 73SR3040001, Location: 2 MI SW JCT SR58 & SR304 (Lat: 35.822250, Lng: -84.577567), Route carried "on" structure: State highway 304, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,091 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,346 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.254, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 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: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $9,000, Total Project Cost: $127,000 ( Estimate for 2021)
Structure Number: 73SR3040001, Location: 2 MI SW JCT SR58 & SR304 (Lat: 35.822250, Lng: -84.577567), Route carried "on" structure: State highway 304, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,091 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,346 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.254, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 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: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $9,000, Total Project Cost: $127,000 ( Estimate for 2021)
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Structure Number: 73I00400007, Location: NEAR HARIMAN TENN. (Lat: 35.901083, Lng: -84.560500), Route carried "under" structure: State highway 5409, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,875 (year 2020), Truck Traffic: 4%, Features Intersected: I40 RT LN, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.832, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 73I00400007, Location: NEAR HARIMAN TENN. (Lat: 35.901083, Lng: -84.560500), Route carried "under" structure: State highway 5409, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,875 (year 2020), Truck Traffic: 4%, Features Intersected: I40 RT LN, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.832, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 73I00400008, Location: NEAR HARIMAN TENN. (Lat: 35.901200, Lng: -84.560367), Route carried "under" structure: State highway 5409, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,875 (year 2020), Truck Traffic: 4%, Features Intersected: I40 LF LN, Facility Carried by Structure: I40 LF LN
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 73I00400008, Location: NEAR HARIMAN TENN. (Lat: 35.901200, Lng: -84.560367), Route carried "under" structure: State highway 5409, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,875 (year 2020), Truck Traffic: 4%, Features Intersected: I40 LF LN, Facility Carried by Structure: I40 LF LN
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.849, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 73I00400009, Location: 1.1 M W OF CLINCH RIVER (Lat: 35.894800, Lng: -84.545367), Route carried "under" structure: State highway 29, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 18,301 (year 2020), Truck Traffic: 4%, Features Intersected: I40 RT LN, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 7.339, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 73I00400009, Location: 1.1 M W OF CLINCH RIVER (Lat: 35.894800, Lng: -84.545367), Route carried "under" structure: State highway 29, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 18,301 (year 2020), Truck Traffic: 4%, Features Intersected: I40 RT LN, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 7.339, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 73I0040001, Location: 1.1 M W OF CLINCH RIVER (Lat: 35.895033, Lng: -84.545433), Route carried "under" structure: State highway 29, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,267 (year 2020), Truck Traffic: 4%, Features Intersected: I40 LF LN, Facility Carried by Structure: I40 LF LN
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 7.355, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 73I0040001, Location: 1.1 M W OF CLINCH RIVER (Lat: 35.895033, Lng: -84.545433), Route carried "under" structure: State highway 29, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,267 (year 2020), Truck Traffic: 4%, Features Intersected: I40 LF LN, Facility Carried by Structure: I40 LF LN
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 7.355, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 73I00400011, Location: .5 M W OF CLINCH RIVER (Lat: 35.894383, Lng: -84.534900), Route carried "under" structure: County highway 1226, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2020), Truck Traffic: 3%, Features Intersected: I40 RT LN/NFA 1226, Facility Carried by Structure: I40 RL (SA 7310)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.256, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 73I00400011, Location: .5 M W OF CLINCH RIVER (Lat: 35.894383, Lng: -84.534900), Route carried "under" structure: County highway 1226, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2020), Truck Traffic: 3%, Features Intersected: I40 RT LN/NFA 1226, Facility Carried by Structure: I40 RL (SA 7310)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.256, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 73I00400012, Location: .5 M W OF CLINCH RIVER (Lat: 35.894383, Lng: -84.534883), Route carried "under" structure: County highway 1226, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2020), Truck Traffic: 3%, Features Intersected: I40 LF LN/NFA 1226, Facility Carried by Structure: I40 LL (SA 7310)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 8.240, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 73I00400012, Location: .5 M W OF CLINCH RIVER (Lat: 35.894383, Lng: -84.534883), Route carried "under" structure: County highway 1226, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,570 (year 2020), Truck Traffic: 3%, Features Intersected: I40 LF LN/NFA 1226, Facility Carried by Structure: I40 LL (SA 7310)
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 8.240, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)