Bridge Statistics for Harriman, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 39Number of bridges
- 489ft / 149mTotal length
- $32,215,000Total costs
- 305,989Total average daily traffic
- 55,755Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harriman
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11930-1939
- 31940-1949
- 101950-1959
- 91960-1969
- 31970-1979
- 21980-1989
- 51990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 16.7%Good
- 33.3%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 38.9%Very good
- 22.2%Good
- 11.1%Satisfactory
- 27.8%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 27.8%Good
- 22.2%Satisfactory
- 11.1%Fair
- 5.6%Serious
- Bridge Condition - Channel
- 9.5%Very good
- 61.9%Good
- 23.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 9.1%Very good
- 9.1%Good
- 45.5%Satisfactory
- 36.4%Fair
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Structure Number: 650A0130001, Location: S OFF SR299-3 M W OF 328 (Lat: 35.971150, Lng: -84.607500), Route carried "on" structure: County highway 13, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 192 (year 2041), Design Load: H 15, Features Intersected: WHITEOAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 650A0130001, Location: S OFF SR299-3 M W OF 328 (Lat: 35.971150, Lng: -84.607500), Route carried "on" structure: County highway 13, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 192 (year 2041), Design Load: H 15, Features Intersected: WHITEOAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 73012280001, Location: N OF KINGSTON STEAM PLANT (Lat: 35.917167, Lng: -84.512400), Route carried "on" structure: County highway 1228, Year Built: 2010, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 262 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 419 (year 2041), Design Load: HL 93, Features Intersected: TVA HAUL ROAD (PRIVATE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73012280001, Location: N OF KINGSTON STEAM PLANT (Lat: 35.917167, Lng: -84.512400), Route carried "on" structure: County highway 1228, Year Built: 2010, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 262 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 419 (year 2041), Design Load: HL 93, Features Intersected: TVA HAUL ROAD (PRIVATE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 73036890001, Location: IN OAK RIDGE (Lat: 35.937300, Lng: -84.552875), Route carried "on" structure: City street 3689, Year Built: 2018, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,139 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,422 (year 2041), Design Load: HL 93, Features Intersected: NORF/SOU RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73036890001, Location: IN OAK RIDGE (Lat: 35.937300, Lng: -84.552875), Route carried "on" structure: City street 3689, Year Built: 2018, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,139 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,422 (year 2041), Design Load: HL 93, Features Intersected: NORF/SOU RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 730A0180001, Location: ON CO LINE-AT EMORY RIVER (Lat: 35.950233, Lng: -84.576950), Route carried "on" structure: County highway 18, Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 690 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,104 (year 2041), Design Load: HS 20, Features Intersected: CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 84.5 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 730A0180001, Location: ON CO LINE-AT EMORY RIVER (Lat: 35.950233, Lng: -84.576950), Route carried "on" structure: County highway 18, Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 690 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,104 (year 2041), Design Load: HS 20, Features Intersected: CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 84.5 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 730A1610001, Location: W OF SR29-BTWN I40& US 27 (Lat: 35.912100, Lng: -84.564650), Route carried "on" structure: City street 481, Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 650 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,040 (year 2041), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 730A1610001, Location: W OF SR29-BTWN I40& US 27 (Lat: 35.912100, Lng: -84.564650), Route carried "on" structure: City street 481, Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 650 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,040 (year 2041), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: March 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: 730A2420001, Location: IN HARRIMAN - W OF US 27 (Lat: 35.941050, Lng: -84.542633), Route carried "on" structure: City street 452, Year Built: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 950 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,520 (year 2041), Features Intersected: NORFOLK-SOUTHERN RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 730A2420001, Location: IN HARRIMAN - W OF US 27 (Lat: 35.941050, Lng: -84.542633), Route carried "on" structure: City street 452, Year Built: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 950 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,520 (year 2041), Features Intersected: NORFOLK-SOUTHERN RWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 730A4610001, Location: N OF SR61 JUST NE OF I40 (Lat: 35.915033, Lng: -84.580433), Route carried "on" structure: City street 461, Year Built: 1955, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2042), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730A4610001, Location: N OF SR61 JUST NE OF I40 (Lat: 35.915033, Lng: -84.580433), Route carried "on" structure: City street 461, Year Built: 1955, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2042), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 730A4610003, Location: NW OF SR61-N OF I40 (Lat: 35.913783, Lng: -84.582833), Route carried "on" structure: City street 461, Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2042), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.848, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: March 2021
Structure Number: 730A4610003, Location: NW OF SR61-N OF I40 (Lat: 35.913783, Lng: -84.582833), Route carried "on" structure: City street 461, Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2042), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.848, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: March 2021
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Structure Number: 730A9980001, Location: 1.5 M SE OF US70-SR326 JC (Lat: 35.902667, Lng: -84.604900), Route carried "on" structure: County highway 998, Year Built: 2003, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2041), Features Intersected: BUCK CREEK, Facility Carried by Structure: NFA A404
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730A9980001, Location: 1.5 M SE OF US70-SR326 JC (Lat: 35.902667, Lng: -84.604900), Route carried "on" structure: County highway 998, Year Built: 2003, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2041), Features Intersected: BUCK CREEK, Facility Carried by Structure: NFA A404
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400003, Location: JUST W OF US 27 EXIT (Lat: 35.912267, Lng: -84.595167), Route carried "on" structure: City street 448, Year Built: 1969, Year Reconstructed: 2018, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2040), Design Load: H 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.928, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: Monolithic Concrete
Structure Number: 73I00400003, Location: JUST W OF US 27 EXIT (Lat: 35.912267, Lng: -84.595167), Route carried "on" structure: City street 448, Year Built: 1969, Year Reconstructed: 2018, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2040), Design Load: H 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.928, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: Monolithic Concrete
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Structure Number: 73I00400005, Location: IN HARRIMAN (Lat: 35.910033, Lng: -84.589350), Route carried "on" structure: Interstate 40, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 30,245 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 51,152 (year 2040), Design Load: HS 20, Features Intersected: SR 61 SOU RWY & BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.523, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 22.7 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: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73I00400005, Location: IN HARRIMAN (Lat: 35.910033, Lng: -84.589350), Route carried "on" structure: Interstate 40, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 30,245 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 51,152 (year 2040), Design Load: HS 20, Features Intersected: SR 61 SOU RWY & BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.523, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 22.7 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: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73I00400041, Location: AT I40-SR61 HARRIMAN EXCH (Lat: 35.909050, Lng: -84.588683), Route carried "on" structure: Ramp Interstate 40, Year Built: 1958, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30,245 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 73I00400041, Location: AT I40-SR61 HARRIMAN EXCH (Lat: 35.909050, Lng: -84.588683), Route carried "on" structure: Ramp Interstate 40, Year Built: 1958, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30,245 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 73I00400043, Location: RAMP FROM I40 (Lat: 35.910683, Lng: -84.584217), Route carried "on" structure: Ramp Interstate 40, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 7,376 (year 2040), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 31 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: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $250,000 ( Estimate for 2020)
Structure Number: 73I00400043, Location: RAMP FROM I40 (Lat: 35.910683, Lng: -84.584217), Route carried "on" structure: Ramp Interstate 40, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33,219 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 7,376 (year 2040), Design Load: HS 20, Features Intersected: CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 31 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: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $250,000 ( Estimate for 2020)
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Structure Number: 73M36940001, Location: .3 M NE JCT SR29&SR61 (Lat: 35.923350, Lng: -84.562467), Route carried "on" structure: City street 3694, Year Built: 1997, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 314 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 448 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: 73M36940001, Location: .3 M NE JCT SR29&SR61 (Lat: 35.923350, Lng: -84.562467), Route carried "on" structure: City street 3694, Year Built: 1997, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 314 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 448 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior 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: 73S24010001, Location: IN HARRIMAN - E OF US 27 (Lat: 35.928633, Lng: -84.551150), Route carried "on" structure: City street 1226, Year Built: 1992, Status: Open, Structure Length: 24.08m (79.00ft), Average Daily Traffic: 6,590 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,544 (year 2041), Design Load: HS 20, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 35.9m (117.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 49.5 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.08m (79.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,418,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73S24010001, Location: IN HARRIMAN - E OF US 27 (Lat: 35.928633, Lng: -84.551150), Route carried "on" structure: City street 1226, Year Built: 1992, Status: Open, Structure Length: 24.08m (79.00ft), Average Daily Traffic: 6,590 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,544 (year 2041), Design Load: HS 20, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 35.9m (117.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 49.5 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.08m (79.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,418,000 ( Estimate for 2014), 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: 73S25360001, Location: 1.8 M SE OF US27-SR61 JCT (Lat: 35.910117, Lng: -84.534317), Route carried "on" structure: County highway 2372, Year Built: 2003, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 493 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 789 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
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, 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: 73S25360001, Location: 1.8 M SE OF US27-SR61 JCT (Lat: 35.910117, Lng: -84.534317), Route carried "on" structure: County highway 2372, Year Built: 2003, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 493 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 789 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
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, 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: 73SR0290003, Location: .6 M NE JCT SR29&SR61 (Lat: 35.928867, Lng: -84.556967), Route carried "on" structure: US 27, Year Built: 1957, Status: Posted for load, Structure Length: 32.80m (107.61ft), Average Daily Traffic: 15,358 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,573 (year 2042), Design Load: HS 20+Mod, Features Intersected: EMORY RIVER, Facility Carried by Structure: FAP 29 846733H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.038, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 45.1m (148.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.80m (107.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: June 2017, Bridge Improvement Cost: $14,514,000, Roadway Improvement Cost: $1,452,000, Total Project Cost: $21,772,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 73SR0290003, Location: .6 M NE JCT SR29&SR61 (Lat: 35.928867, Lng: -84.556967), Route carried "on" structure: US 27, Year Built: 1957, Status: Posted for load, Structure Length: 32.80m (107.61ft), Average Daily Traffic: 15,358 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 24,573 (year 2042), Design Load: HS 20+Mod, Features Intersected: EMORY RIVER, Facility Carried by Structure: FAP 29 846733H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.038, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 45.1m (148.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.80m (107.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: June 2017, Bridge Improvement Cost: $14,514,000, Roadway Improvement Cost: $1,452,000, Total Project Cost: $21,772,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 73SR0290005, Location: IN HARRIMAN (Lat: 35.941250, Lng: -84.541867), Route carried "on" structure: US 27, Year Built: 1967, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 10,556 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 16,890 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: FAP 29 731087L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.001, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,692,000, Roadway Improvement Cost: $270,000, Total Project Cost: $4,039,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73SR0290005, Location: IN HARRIMAN (Lat: 35.941250, Lng: -84.541867), Route carried "on" structure: US 27, Year Built: 1967, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 10,556 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 16,890 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: FAP 29 731087L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.001, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,692,000, Roadway Improvement Cost: $270,000, Total Project Cost: $4,039,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR0290007, Location: IN HARRIMAN (Lat: 35.942650, Lng: -84.539867), Route carried "on" structure: US 27, Year Built: 1968, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 10,556 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 16,890 (year 2041), Design Load: HS 20, Features Intersected: BARNETT BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.227, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73SR0290007, Location: IN HARRIMAN (Lat: 35.942650, Lng: -84.539867), Route carried "on" structure: US 27, Year Built: 1968, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 10,556 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 16,890 (year 2041), Design Load: HS 20, Features Intersected: BARNETT BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.227, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR0290009, Location: 1.69 EAST OF HARRIMAN (Lat: 35.970617, Lng: -84.498283), Route carried "on" structure: US 27, Year Built: 1963, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 6,345 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,152 (year 2041), Design Load: HS 20, Features Intersected: SR-29 / SR-61, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.473, Lanes on structure: 2, Lanes under 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,709,000, Roadway Improvement Cost: $171,000, Total Project Cost: $2,564,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73SR0290009, Location: 1.69 EAST OF HARRIMAN (Lat: 35.970617, Lng: -84.498283), Route carried "on" structure: US 27, Year Built: 1963, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 6,345 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,152 (year 2041), Design Load: HS 20, Features Intersected: SR-29 / SR-61, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.473, Lanes on structure: 2, Lanes under 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,709,000, Roadway Improvement Cost: $171,000, Total Project Cost: $2,564,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR0292001, Location: IN HARRIMAN CITY LIMITS (Lat: 35.939200, Lng: -84.545800), Route carried "on" structure: Alternate State highway 328, Year Built: 1985, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,549 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,078 (year 2042), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 16.8 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: 13.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( 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: 73SR0292001, Location: IN HARRIMAN CITY LIMITS (Lat: 35.939200, Lng: -84.545800), Route carried "on" structure: Alternate State highway 328, Year Built: 1985, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,549 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,078 (year 2042), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 16.8 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: 13.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $30,000, Total Project Cost: $440,000 ( 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: 73SR0610001, Location: 2.86 MI.W.OF HARRIMAN (Lat: 35.892767, Lng: -84.623333), Route carried "on" structure: US 27, Year Built: 1947, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 12,621 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 20,194 (year 2041), Design Load: HS 20, Features Intersected: CARDIFF CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 24 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: Satisfactory, Operating Rating: 26.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $655,000 ( Estimate for 2021)
Structure Number: 73SR0610001, Location: 2.86 MI.W.OF HARRIMAN (Lat: 35.892767, Lng: -84.623333), Route carried "on" structure: US 27, Year Built: 1947, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 12,621 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 20,194 (year 2041), Design Load: HS 20, Features Intersected: CARDIFF CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 24 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: Satisfactory, Operating Rating: 26.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $655,000 ( Estimate for 2021)
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Structure Number: 73SR0610003, Location: .30 MI.W.OF HARRIMAN (Lat: 35.897050, Lng: -84.607683), Route carried "on" structure: US 27, Year Built: 1936, Year Reconstructed: 1965, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,504 (year 2041), Design Load: H 15, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73SR0610003, Location: .30 MI.W.OF HARRIMAN (Lat: 35.897050, Lng: -84.607683), Route carried "on" structure: US 27, Year Built: 1936, Year Reconstructed: 1965, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,504 (year 2041), Design Load: H 15, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $521,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR0610004, Location: .6 M NE JCT SR61&SR382 (Lat: 35.897133, Lng: -84.607717), Route carried "on" structure: US 27, Year Built: 1965, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,504 (year 2041), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73SR0610004, Location: .6 M NE JCT SR61&SR382 (Lat: 35.897133, Lng: -84.607717), Route carried "on" structure: US 27, Year Built: 1965, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,504 (year 2041), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR0610005, Location: IN HARRIMAN (Lat: 35.909850, Lng: -84.586083), Route carried "on" structure: US 27, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 10,437 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,699 (year 2041), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61 RT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: Good, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 73SR0610005, Location: IN HARRIMAN (Lat: 35.909850, Lng: -84.586083), Route carried "on" structure: US 27, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 10,437 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,699 (year 2041), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61 RT LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: Good, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 73SR0610007, Location: IN HARRIMAN (Lat: 35.911417, Lng: -84.583817), Route carried "on" structure: US 27, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,437 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,699 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.133, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 13 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: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: May 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $27,000, Total Project Cost: $391,000 ( Estimate for 2021)
Structure Number: 73SR0610007, Location: IN HARRIMAN (Lat: 35.911417, Lng: -84.583817), Route carried "on" structure: US 27, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,437 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,699 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.133, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 13 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: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: May 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $27,000, Total Project Cost: $391,000 ( Estimate for 2021)
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Structure Number: 73SR0610017, Location: IN HARRIMAN (Lat: 35.907750, Lng: -84.591783), Route carried "on" structure: US 27, Year Built: 1947, Year Reconstructed: 2021, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,504 (year 2042), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73SR0610017, Location: IN HARRIMAN (Lat: 35.907750, Lng: -84.591783), Route carried "on" structure: US 27, Year Built: 1947, Year Reconstructed: 2021, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 20,504 (year 2042), Design Load: HS 20, Features Intersected: CANEY CREEK, Facility Carried by Structure: FAP 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.320, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73SR3820001, Location: S OFF US 29-N OF ROCKWOOD (Lat: 35.888617, Lng: -84.617233), Route carried "on" structure: State highway 382, Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,468 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,549 (year 2041), Design Load: HS 20, Features Intersected: CARDIFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 73SR3820001, Location: S OFF US 29-N OF ROCKWOOD (Lat: 35.888617, Lng: -84.617233), Route carried "on" structure: State highway 382, Year Built: 1970, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,468 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,549 (year 2041), Design Load: HS 20, Features Intersected: CARDIFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 730B2000001, Location: KINGSTON FOSSIL PLANT (Lat: 35.923333, Lng: -84.518333), Route carried "on" structure: ServiceFederal lands road , Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: ASH SLUICE PIPES, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Tennessee Valley Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 730B2000001, Location: KINGSTON FOSSIL PLANT (Lat: 35.923333, Lng: -84.518333), Route carried "on" structure: ServiceFederal lands road , Year Built: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: ASH SLUICE PIPES, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Tennessee Valley Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73023700001, Location: S AT EMORY R - W OF US 27 (Lat: 35.939733, Lng: -84.564250), Route carried "under" structure: County highway 627, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 628 (year 2020), Truck Traffic: 6%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 841862F
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 16.795, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 73023700001, Location: S AT EMORY R - W OF US 27 (Lat: 35.939733, Lng: -84.564250), Route carried "under" structure: County highway 627, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 628 (year 2020), Truck Traffic: 6%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 841862F
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 16.795, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft)
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Structure Number: 73036890003, Location: IN OAK RIDGE (Lat: 35.934183, Lng: -84.554567), Route carried "under" structure: City street 3689, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,464 (year 2020), Truck Traffic: 4%, Features Intersected: S.RAILWAY/CARTER AVE N W, Facility Carried by Structure: SOU RWY 846740T
Minimum Vertical Clearance: 4.25m (13.94ft), Kilometerpoint: 0.129, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 73036890003, Location: IN OAK RIDGE (Lat: 35.934183, Lng: -84.554567), Route carried "under" structure: City street 3689, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,464 (year 2020), Truck Traffic: 4%, Features Intersected: S.RAILWAY/CARTER AVE N W, Facility Carried by Structure: SOU RWY 846740T
Minimum Vertical Clearance: 4.25m (13.94ft), Kilometerpoint: 0.129, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
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Structure Number: 730A2990001, Location: W OFF SR 29 IN HARRIMAN (Lat: 35.936817, Lng: -84.552000), Route carried "under" structure: City street 299, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 460 (year 2022), Truck Traffic: 2%, Features Intersected: NORFOLK S RWY/QUEEN AVE, Facility Carried by Structure: SOU RWY 846739Y
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 0.154, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 4.3m (14.1ft)
Structure Number: 730A2990001, Location: W OFF SR 29 IN HARRIMAN (Lat: 35.936817, Lng: -84.552000), Route carried "under" structure: City street 299, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 460 (year 2022), Truck Traffic: 2%, Features Intersected: NORFOLK S RWY/QUEEN AVE, Facility Carried by Structure: SOU RWY 846739Y
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 0.154, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 4.3m (14.1ft)
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Structure Number: 73I00400003, Location: NEAR HARRIMAN TENN. (Lat: 35.911667, Lng: -84.595000), Route carried "under" structure: Interstate 40, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 30,245 (year 2020), Truck Traffic: 32%, Features Intersected: NFA A448 WARRIOR DR./I40, Facility Carried by Structure: NFA A448
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.847, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 73I00400003, Location: NEAR HARRIMAN TENN. (Lat: 35.911667, Lng: -84.595000), Route carried "under" structure: Interstate 40, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 30,245 (year 2020), Truck Traffic: 32%, Features Intersected: NFA A448 WARRIOR DR./I40, Facility Carried by Structure: NFA A448
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.847, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 73I00400005, Location: .5 MI S-W FROM EMORY GAP (Lat: 35.909317, Lng: -84.587150), Route carried "under" structure: US 27, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Features Intersected: I40 RT LN / SR 61, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 8.771, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 73I00400005, Location: .5 MI S-W FROM EMORY GAP (Lat: 35.909317, Lng: -84.587150), Route carried "under" structure: US 27, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 12,815 (year 2020), Truck Traffic: 8%, Features Intersected: I40 RT LN / SR 61, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 8.771, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 73I00400015, Location: NEAR KINGSTON TENN. (Lat: 35.880950, Lng: -84.508517), Route carried "under" structure: State highway 58, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 13,614 (year 2020), Truck Traffic: 4%, Features Intersected: I40/SR 58, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 22.209, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 73I00400015, Location: NEAR KINGSTON TENN. (Lat: 35.880950, Lng: -84.508517), Route carried "under" structure: State highway 58, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 13,614 (year 2020), Truck Traffic: 4%, Features Intersected: I40/SR 58, Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 22.209, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 73SR0290001, Location: ROCKWOOD & HARRIMAN (Lat: 35.902417, Lng: -84.560000), Route carried "under" structure: City street 5409, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 2,875 (year 2020), Truck Traffic: 4%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: TVA RR 909221T
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 3.026, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 73SR0290001, Location: ROCKWOOD & HARRIMAN (Lat: 35.902417, Lng: -84.560000), Route carried "under" structure: City street 5409, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 2,875 (year 2020), Truck Traffic: 4%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: TVA RR 909221T
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 3.026, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 73SR0290003, Location: IN HARRIMAN (Lat: 35.929100, Lng: -84.556967), Route carried "under" structure: City street 627, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 628 (year 2020), Truck Traffic: 6%, Features Intersected: SR-29 / RIGGS CHAPEL RD., Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 18.353, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 73SR0290003, Location: IN HARRIMAN (Lat: 35.929100, Lng: -84.556967), Route carried "under" structure: City street 627, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 628 (year 2020), Truck Traffic: 6%, Features Intersected: SR-29 / RIGGS CHAPEL RD., Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 18.353, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 73SR0290009, Location: NEAR HARRIMAN TENN. (Lat: 35.970650, Lng: -84.498300), Route carried "under" structure: State highway 61, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 4,594 (year 2020), Truck Traffic: 11%, Features Intersected: SR-29 / SR-61, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 11.467, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 73SR0290009, Location: NEAR HARRIMAN TENN. (Lat: 35.970650, Lng: -84.498300), Route carried "under" structure: State highway 61, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 4,594 (year 2020), Truck Traffic: 11%, Features Intersected: SR-29 / SR-61, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 11.467, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 73SR0610009, Location: NEAR HARRIMAN TENN. (Lat: 35.911900, Lng: -84.583517), Route carried "under" structure: US 27, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 10,437 (year 2020), Truck Traffic: 9%, Features Intersected: SOUTHERN RAILROAD, Facility Carried by Structure: SOUTHERN RAILROAD
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 9.214, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 73SR0610009, Location: NEAR HARRIMAN TENN. (Lat: 35.911900, Lng: -84.583517), Route carried "under" structure: US 27, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 10,437 (year 2020), Truck Traffic: 9%, Features Intersected: SOUTHERN RAILROAD, Facility Carried by Structure: SOUTHERN RAILROAD
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 9.214, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)