Bridge Statistics for Fall Branch, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 220ft / 67.0mTotal length
- $1,402,000Total costs
- 372,827Total average daily traffic
- 137,223Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fall Branch
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 171970-1979
- 31980-1989
- 12010-2019
- Bridge Condition - Deck
- 38.5%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 30.8%Good
- 69.2%Satisfactory
- Bridge Condition - Substructure
- 61.5%Good
- 23.1%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Poor
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Structure Number: 10SR0670031, Location: 3 M E. WASHINGTON CO LN (Lat: 36.317911, Lng: -82.277500), Route carried "on" structure: State highway 67, Year Built: 1986, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 21,341 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,146 (year 2041), Design Load: HS 15, Features Intersected: POWDER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $646,000, Roadway Improvement Cost: $65,000, Total Project Cost: $970,000 ( Estimate for 2021)
Structure Number: 10SR0670031, Location: 3 M E. WASHINGTON CO LN (Lat: 36.317911, Lng: -82.277500), Route carried "on" structure: State highway 67, Year Built: 1986, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 21,341 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,146 (year 2041), Design Load: HS 15, Features Intersected: POWDER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $646,000, Roadway Improvement Cost: $65,000, Total Project Cost: $970,000 ( Estimate for 2021)
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Structure Number: 30025370001, Location: NE OF JEAROLDTOWN (Lat: 36.380050, Lng: -82.692950), Route carried "on" structure: County highway 2537, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 116 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20+Mod, Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30025370001, Location: NE OF JEAROLDTOWN (Lat: 36.380050, Lng: -82.692950), Route carried "on" structure: County highway 2537, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 116 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20+Mod, Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30I00810067, Location: JUST E OF JEAROLDSTOWN EX (Lat: 36.365500, Lng: -82.683433), Route carried "on" structure: County highway 276, Year Built: 1970, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2041), Design Load: HS 20+Mod, Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.583, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30I00810067, Location: JUST E OF JEAROLDSTOWN EX (Lat: 36.365500, Lng: -82.683433), Route carried "on" structure: County highway 276, Year Built: 1970, Status: Open, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2041), Design Load: HS 20+Mod, Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.583, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30I00810069, Location: 1.0MI.FROM WASHINGTON C.L (Lat: 36.388150, Lng: -82.659417), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: JEARDLDSTOWN RD (2596)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.313, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30I00810069, Location: 1.0MI.FROM WASHINGTON C.L (Lat: 36.388150, Lng: -82.659417), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: JEARDLDSTOWN RD (2596)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.313, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30I0081007, Location: 1MI.FROM WASHINGTON CO.LN (Lat: 36.388417, Lng: -82.659900), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: JEAROLDSTOWN RD (2596)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.313, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30I0081007, Location: 1MI.FROM WASHINGTON CO.LN (Lat: 36.388417, Lng: -82.659900), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: JEAROLDSTOWN RD (2596)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.313, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30I00810071, Location: .75 M FM WASHINGTON CO LN (Lat: 36.399883, Lng: -82.648383), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: PITT RD (A267)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.8 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, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30I00810071, Location: .75 M FM WASHINGTON CO LN (Lat: 36.399883, Lng: -82.648383), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: PITT RD (A267)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.8 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, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30I00810072, Location: .75MI.FROM WASHINGTON C.L (Lat: 36.400617, Lng: -82.648600), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: PITT RD (A267)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 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, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30I00810072, Location: .75MI.FROM WASHINGTON C.L (Lat: 36.400617, Lng: -82.648600), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 51,264 (year 2040), Design Load: HS 20, Features Intersected: PITT RD (A267)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 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, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 820B4160001, Location: MURRELL RD-BTWN SR93&347 (Lat: 36.454967, Lng: -82.630583), Route carried "on" structure: County highway 416, Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2042), Features Intersected: WALKER FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.572, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 820B4160001, Location: MURRELL RD-BTWN SR93&347 (Lat: 36.454967, Lng: -82.630583), Route carried "on" structure: County highway 416, Year Built: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2042), Features Intersected: WALKER FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.572, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 820C5610001, Location: W OFF SR93 1.2 M S OF 347 (Lat: 36.455067, Lng: -82.630200), Route carried "on" structure: County highway 561, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 970 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,552 (year 2042), Design Load: HS 20, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $12,000, Total Project Cost: $170,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 820C5610001, Location: W OFF SR93 1.2 M S OF 347 (Lat: 36.455067, Lng: -82.630200), Route carried "on" structure: County highway 561, Year Built: 1975, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 970 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,552 (year 2042), Design Load: HS 20, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $12,000, Total Project Cost: $170,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82SR0930003, Location: 1 MI.NE.OF WASHINGTON CO. (Lat: 36.449033, Lng: -82.612617), Route carried "on" structure: State highway 93, Year Built: 1985, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 4,505 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,160 (year 2041), Design Load: HS 20+Mod, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82SR0930003, Location: 1 MI.NE.OF WASHINGTON CO. (Lat: 36.449033, Lng: -82.612617), Route carried "on" structure: State highway 93, Year Built: 1985, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 4,505 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,160 (year 2041), Design Load: HS 20+Mod, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 900A1810001, Location: IN VERY NW CORNER OF CO. (Lat: 36.430217, Lng: -82.639267), Route carried "on" structure: County highway 257, Year Built: 1942, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 620 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 992 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.02m (3.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $9,000, Total Project Cost: $125,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 900A1810001, Location: IN VERY NW CORNER OF CO. (Lat: 36.430217, Lng: -82.639267), Route carried "on" structure: County highway 257, Year Built: 1942, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 620 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 992 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.02m (3.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $9,000, Total Project Cost: $125,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 900A1810003, Location: VERY NW CORNER OF CO. (Lat: 36.430333, Lng: -82.638000), Route carried "on" structure: County highway 257, Year Built: 1942, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 620 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 992 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.171, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $10,000, Total Project Cost: $137,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 900A1810003, Location: VERY NW CORNER OF CO. (Lat: 36.430333, Lng: -82.638000), Route carried "on" structure: County highway 257, Year Built: 1942, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 620 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 992 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.171, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $10,000, Total Project Cost: $137,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90I00810001, Location: IN WASHINGTON COUNTY (Lat: 36.401667, Lng: -82.618333), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 41%, Average Future Daily Traffic: 65,074 (year 2042), Design Load: HS 20, Features Intersected: SR 93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 90I00810001, Location: IN WASHINGTON COUNTY (Lat: 36.401667, Lng: -82.618333), Route carried "on" structure: Interstate 81, Year Built: 1974, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 41%, Average Future Daily Traffic: 65,074 (year 2042), Design Load: HS 20, Features Intersected: SR 93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90I00810002, Location: IN WASHINGTON COUNTY (Lat: 36.401667, Lng: -82.618333), Route carried "on" structure: Interstate 81, Year Built: 1973, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 41%, Average Future Daily Traffic: 65,074 (year 2042), Design Load: HS 20, Features Intersected: SR 93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 90I00810002, Location: IN WASHINGTON COUNTY (Lat: 36.401667, Lng: -82.618333), Route carried "on" structure: Interstate 81, Year Built: 1973, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 41%, Average Future Daily Traffic: 65,074 (year 2042), Design Load: HS 20, Features Intersected: SR 93
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90I00810005, Location: NE OF SR 93 & I81 JCT (Lat: 36.411667, Lng: -82.593333), Route carried "on" structure: County highway 164, Year Built: 1974, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2042), Design Load: H 20, Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 90I00810005, Location: NE OF SR 93 & I81 JCT (Lat: 36.411667, Lng: -82.593333), Route carried "on" structure: County highway 164, Year Built: 1974, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2042), Design Load: H 20, Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90S23710001, Location: IN VERY NW CORNER OF CO. (Lat: 36.429183, Lng: -82.634750), Route carried "on" structure: County highway 2594, Year Built: 1933, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 811 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 90S23710001, Location: IN VERY NW CORNER OF CO. (Lat: 36.429183, Lng: -82.634750), Route carried "on" structure: County highway 2594, Year Built: 1933, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 811 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,520 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30I00810067, Location: NEAR GREENVILLE TENN. (Lat: 36.365500, Lng: -82.683433), Route carried "under" structure: Interstate 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Features Intersected: EARL BAXTER RD (A276), Facility Carried by Structure: NFA A276
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 44.965, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 30I00810067, Location: NEAR GREENVILLE TENN. (Lat: 36.365500, Lng: -82.683433), Route carried "under" structure: Interstate 81, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 40,671 (year 2020), Truck Traffic: 40%, Features Intersected: EARL BAXTER RD (A276), Facility Carried by Structure: NFA A276
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 44.965, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 30I00810069, Location: 2.2 M W OF COUNTY LINE (Lat: 36.388150, Lng: -82.659417), Route carried "under" structure: County highway 2596, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 298 (year 2020), Truck Traffic: 3%, Features Intersected: I81 RT LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 5.617, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 30I00810069, Location: 2.2 M W OF COUNTY LINE (Lat: 36.388150, Lng: -82.659417), Route carried "under" structure: County highway 2596, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 298 (year 2020), Truck Traffic: 3%, Features Intersected: I81 RT LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 5.617, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 30I0081007, Location: 2.2 M W OF COUNTY LINE (Lat: 36.388417, Lng: -82.659900), Route carried "under" structure: County highway 2596, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 298 (year 2020), Truck Traffic: 3%, Features Intersected: I81 LF LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 5.568, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 30I0081007, Location: 2.2 M W OF COUNTY LINE (Lat: 36.388417, Lng: -82.659900), Route carried "under" structure: County highway 2596, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 298 (year 2020), Truck Traffic: 3%, Features Intersected: I81 LF LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 5.568, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 30I00810071, Location: 1.2 M W OF COUNTY LINE (Lat: 36.399883, Lng: -82.648383), Route carried "under" structure: County highway 267, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Features Intersected: I81 RT LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 1.568, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 30I00810071, Location: 1.2 M W OF COUNTY LINE (Lat: 36.399883, Lng: -82.648383), Route carried "under" structure: County highway 267, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Features Intersected: I81 RT LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 1.568, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 30I00810072, Location: 1.2 M W OF COUNTY LINE (Lat: 36.400617, Lng: -82.648600), Route carried "under" structure: County highway 267, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Features Intersected: I81 LF LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 1.500, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 30I00810072, Location: 1.2 M W OF COUNTY LINE (Lat: 36.400617, Lng: -82.648600), Route carried "under" structure: County highway 267, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Features Intersected: I81 LF LN, Facility Carried by Structure: I81
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 1.500, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 90I00810001, Location: NEAR LEWIS TENN. (Lat: 36.401667, Lng: -82.618333), Route carried "under" structure: State highway 93, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,491 (year 2020), Truck Traffic: 7%, Features Intersected: I81 / SR 93, Facility Carried by Structure: I81
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.265, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 90I00810001, Location: NEAR LEWIS TENN. (Lat: 36.401667, Lng: -82.618333), Route carried "under" structure: State highway 93, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 3,491 (year 2020), Truck Traffic: 7%, Features Intersected: I81 / SR 93, Facility Carried by Structure: I81
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.265, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 90I00810002, Location: NEAR LEWIS TENN. (Lat: 36.401667, Lng: -82.618333), Route carried "under" structure: State highway 93, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,091 (year 2020), Truck Traffic: 7%, Features Intersected: I81 / SR 93, Facility Carried by Structure: I81
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 4.329, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 90I00810002, Location: NEAR LEWIS TENN. (Lat: 36.401667, Lng: -82.618333), Route carried "under" structure: State highway 93, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,091 (year 2020), Truck Traffic: 7%, Features Intersected: I81 / SR 93, Facility Carried by Structure: I81
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 4.329, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 90I00810005, Location: AT I81 (Lat: 36.411667, Lng: -82.593333), Route carried "under" structure: Interstate 81, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 50,199 (year 2020), Truck Traffic: 39%, Features Intersected: NFA A164 / I81, Facility Carried by Structure: NFA A164
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.589, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 90I00810005, Location: AT I81 (Lat: 36.411667, Lng: -82.593333), Route carried "under" structure: Interstate 81, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 50,199 (year 2020), Truck Traffic: 39%, Features Intersected: NFA A164 / I81, Facility Carried by Structure: NFA A164
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.589, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.8m (87.9ft)