Bridge Statistics for Bluff City, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 246ft / 74.5mTotal length
- $3,255,000Total costs
- 118,398Total average daily traffic
- 10,957Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bluff City
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 41920-1929
- 41950-1959
- 21960-1969
- 31970-1979
- 61980-1989
- 21990-1999
- 22000-2009
- 42010-2019
- Bridge Condition - Deck
- 60.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 30.0%Poor
- Bridge Condition - Substructure
- 70.0%Good
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 5.0%Very good
- 30.0%Good
- 35.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Culverts
- 9.1%Good
- 63.6%Satisfactory
- 27.3%Fair
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Structure Number: 10SR0370035, Location: .6 M SE SULLIVAN CO LN (Lat: 36.411667, Lng: -82.258333), Route carried "on" structure: US 37, Year Built: 1990, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,938 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,301 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.292, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $25,000, Total Project Cost: $362,000 ( Estimate for 2021)
Structure Number: 10SR0370035, Location: .6 M SE SULLIVAN CO LN (Lat: 36.411667, Lng: -82.258333), Route carried "on" structure: US 37, Year Built: 1990, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,938 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,301 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.292, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $25,000, Total Project Cost: $362,000 ( Estimate for 2021)
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Structure Number: 82026580001, Location: WEAVER BR. RD-W OF SR34 (Lat: 36.462450, Lng: -82.292950), Route carried "on" structure: County highway 2658, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 656 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.860, 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: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82026580001, Location: WEAVER BR. RD-W OF SR34 (Lat: 36.462450, Lng: -82.292950), Route carried "on" structure: County highway 2658, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 656 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.860, 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: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.8 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 820C7650001, Location: BTWN OLD & NEW SR37 (Lat: 36.425367, Lng: -82.257617), Route carried "on" structure: County highway 765, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 820C7650001, Location: BTWN OLD & NEW SR37 (Lat: 36.425367, Lng: -82.257617), Route carried "on" structure: County highway 765, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 820C8110001, Location: OFF SR37 NEAR CARTER CO L (Lat: 36.421150, Lng: -82.235683), Route carried "on" structure: County highway 811, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.2 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 820C8110001, Location: OFF SR37 NEAR CARTER CO L (Lat: 36.421150, Lng: -82.235683), Route carried "on" structure: County highway 811, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.2 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 82F00330001, Location: 1.9 M SW JCT DR44&SR358 (Lat: 36.463400, Lng: -82.225183), Route carried "on" structure: State highway 44, Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,113 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,048 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $12,000, Total Project Cost: $169,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82F00330001, Location: 1.9 M SW JCT DR44&SR358 (Lat: 36.463400, Lng: -82.225183), Route carried "on" structure: State highway 44, Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,113 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,048 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $12,000, Total Project Cost: $169,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82F00350001, Location: MTNVIEW RD-W OF US19E (Lat: 36.455250, Lng: -82.258017), Route carried "on" structure: County highway 17, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 480 (year 2042), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 84.2 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 82F00350001, Location: MTNVIEW RD-W OF US19E (Lat: 36.455250, Lng: -82.258017), Route carried "on" structure: County highway 17, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 480 (year 2042), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 84.2 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 82S13710003, Location: U M SE OF SR37-SR44 JCT (Lat: 36.458217, Lng: -82.257267), Route carried "on" structure: County highway 1371, Year Built: 1988, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 845 (year 2042), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82S13710003, Location: U M SE OF SR37-SR44 JCT (Lat: 36.458217, Lng: -82.257267), Route carried "on" structure: County highway 1371, Year Built: 1988, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 845 (year 2042), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: 82S25130001, Location: 2.4 M SE JCT SR34&SR37 (Lat: 36.471967, Lng: -82.251717), Route carried "on" structure: State highway 44, Year Built: 1950, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,113 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,048 (year 2041), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, 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: Febuary 2021
Structure Number: 82S25130001, Location: 2.4 M SE JCT SR34&SR37 (Lat: 36.471967, Lng: -82.251717), Route carried "on" structure: State highway 44, Year Built: 1950, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,113 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,048 (year 2041), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, 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: Febuary 2021
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Structure Number: 82S25140001, Location: E OF SR37 0N CARTER CO LI (Lat: 36.421150, Lng: -82.235683), Route carried "on" structure: County highway 1081, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,288 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,128 (year 2040), Design Load: HS 20, Features Intersected: BIG ARM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 82S25140001, Location: E OF SR37 0N CARTER CO LI (Lat: 36.421150, Lng: -82.235683), Route carried "on" structure: County highway 1081, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,288 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,128 (year 2040), Design Load: HS 20, Features Intersected: BIG ARM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 82S25140003, Location: E OF SR37 N CARTER CO LI (Lat: 36.421467, Lng: -82.234117), Route carried "on" structure: County highway 1081, Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,288 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,128 (year 2040), Design Load: HS 20, Features Intersected: BIG ARM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 14, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 82S25140003, Location: E OF SR37 N CARTER CO LI (Lat: 36.421467, Lng: -82.234117), Route carried "on" structure: County highway 1081, Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,288 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,128 (year 2040), Design Load: HS 20, Features Intersected: BIG ARM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 14, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 82S25140005, Location: 1.1 M SW SR44&SR358 (Lat: 36.465650, Lng: -82.220533), Route carried "on" structure: State highway 44, Year Built: 1955, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,860 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,120 (year 2041), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 82S25140005, Location: 1.1 M SW SR44&SR358 (Lat: 36.465650, Lng: -82.220533), Route carried "on" structure: State highway 44, Year Built: 1955, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,860 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,120 (year 2041), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 82SR0340001, Location: NEAR BLUFF CITY (Lat: 36.466717, Lng: -82.284183), Route carried "on" structure: US 11, Year Built: 1977, Status: Open, Structure Length: 21.76m (71.39ft), Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 45,536 (year 2041), Design Load: H 15, Features Intersected: HOLSTON RIVER & CO. RD., Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.592, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82SR0340001, Location: NEAR BLUFF CITY (Lat: 36.466717, Lng: -82.284183), Route carried "on" structure: US 11, Year Built: 1977, Status: Open, Structure Length: 21.76m (71.39ft), Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 45,536 (year 2041), Design Load: H 15, Features Intersected: HOLSTON RIVER & CO. RD., Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.592, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82SR0340035, Location: NEAR BLUFF CITY (Lat: 36.455986, Lng: -82.285906), Route carried "on" structure: US 11, Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 33,760 (year 2041), Design Load: HL 93, Features Intersected: SR037, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: Bituminous
Structure Number: 82SR0340035, Location: NEAR BLUFF CITY (Lat: 36.455986, Lng: -82.285906), Route carried "on" structure: US 11, Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 33,760 (year 2041), Design Load: HL 93, Features Intersected: SR037, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: Bituminous
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Structure Number: 82SR0340036, Location: NEAR BLUFF CITY (Lat: 36.456017, Lng: -82.286211), Route carried "on" structure: US 11, Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 33,760 (year 2041), Design Load: HL 93, Features Intersected: SR037, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: Bituminous
Structure Number: 82SR0340036, Location: NEAR BLUFF CITY (Lat: 36.456017, Lng: -82.286211), Route carried "on" structure: US 11, Year Built: 2016, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 21,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 33,760 (year 2041), Design Load: HL 93, Features Intersected: SR037, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: Bituminous
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Structure Number: 82SR0370001, Location: 1 MI.N.OF CARTER CO. LN. (Lat: 36.427250, Lng: -82.264850), Route carried "on" structure: County highway 1392, Year Built: 1928, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,184 (year 2042), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 15.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 12.0 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: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $518,000, Roadway Improvement Cost: $52,000, Total Project Cost: $778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82SR0370001, Location: 1 MI.N.OF CARTER CO. LN. (Lat: 36.427250, Lng: -82.264850), Route carried "on" structure: County highway 1392, Year Built: 1928, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,184 (year 2042), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 15.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 12.0 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: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $518,000, Roadway Improvement Cost: $52,000, Total Project Cost: $778,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82SR0370003, Location: 1 MI.N.OF CARTER CO. LN. (Lat: 36.431533, Lng: -82.265783), Route carried "on" structure: County highway 1392, Year Built: 1928, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,184 (year 2042), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 18.1 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: 13.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 4.13m (13.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $828,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,243,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82SR0370003, Location: 1 MI.N.OF CARTER CO. LN. (Lat: 36.431533, Lng: -82.265783), Route carried "on" structure: County highway 1392, Year Built: 1928, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,184 (year 2042), Design Load: H 15, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 18.1 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: 13.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 4.13m (13.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $828,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,243,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82SR0370005, Location: 2 MI.N.OF CARTER CO. (Lat: 36.438767, Lng: -82.266700), Route carried "on" structure: County highway 1392, Year Built: 1928, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,472 (year 2040), Design Load: H 15, Features Intersected: BOOHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( Estimate for 2020)
Structure Number: 82SR0370005, Location: 2 MI.N.OF CARTER CO. (Lat: 36.438767, Lng: -82.266700), Route carried "on" structure: County highway 1392, Year Built: 1928, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 740 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,472 (year 2040), Design Load: H 15, Features Intersected: BOOHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( Estimate for 2020)
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Structure Number: 82SR0370007, Location: 2.52 MI.N.OF CARTER CO. (Lat: 36.447883, Lng: -82.270700), Route carried "on" structure: County highway 20, Year Built: 1928, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,752 (year 2042), Design Load: HS 20, Features Intersected: WOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.705, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 82SR0370007, Location: 2.52 MI.N.OF CARTER CO. (Lat: 36.447883, Lng: -82.270700), Route carried "on" structure: County highway 20, Year Built: 1928, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,752 (year 2042), Design Load: HS 20, Features Intersected: WOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.705, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 82SR0370009, Location: 3.1 M N OF CARTER CO LN (Lat: 36.455833, Lng: -82.275667), Route carried "on" structure: County highway 20, Year Built: 1989, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,752 (year 2042), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82SR0370009, Location: 3.1 M N OF CARTER CO LN (Lat: 36.455833, Lng: -82.275667), Route carried "on" structure: County highway 20, Year Built: 1989, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 1,720 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,752 (year 2042), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 82SR0370015, Location: 6MI.EAST OF F0017 (Lat: 36.476517, Lng: -82.263450), Route carried "on" structure: State highway 390, Year Built: 1998, Status: Open, Structure Length: 12.70m (41.67ft), Average Daily Traffic: 4,134 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,856 (year 2041), Design Load: HS 20, Features Intersected: HOLSTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.0m (154.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82SR0370015, Location: 6MI.EAST OF F0017 (Lat: 36.476517, Lng: -82.263450), Route carried "on" structure: State highway 390, Year Built: 1998, Status: Open, Structure Length: 12.70m (41.67ft), Average Daily Traffic: 4,134 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,856 (year 2041), Design Load: HS 20, Features Intersected: HOLSTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.0m (154.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 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: 82SR0370017, Location: AT CARTER CO LINE (Lat: 36.419650, Lng: -82.250967), Route carried "on" structure: US 19, Year Built: 1988, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 8,938 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,301 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: FAS 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $340,000 ( Estimate for 2021)
Structure Number: 82SR0370017, Location: AT CARTER CO LINE (Lat: 36.419650, Lng: -82.250967), Route carried "on" structure: US 19, Year Built: 1988, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 8,938 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,301 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: FAS 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $340,000 ( Estimate for 2021)
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Structure Number: 15SR0350011, Location: UPPER ROAD (Lat: 36.466717, Lng: -82.284183), Route carried "under" structure: County highway 212, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 140 (year 2019), Truck Traffic: 5%, Features Intersected: SR 35 RT LN, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 1.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 15SR0350011, Location: UPPER ROAD (Lat: 36.466717, Lng: -82.284183), Route carried "under" structure: County highway 212, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 140 (year 2019), Truck Traffic: 5%, Features Intersected: SR 35 RT LN, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 1.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 15SR0350012, Location: UPPER ROAD (Lat: 36.466717, Lng: -82.284183), Route carried "under" structure: County highway 212, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 140 (year 2019), Truck Traffic: 5%, Features Intersected: SR 34 RT LN, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 1.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 15SR0350012, Location: UPPER ROAD (Lat: 36.466717, Lng: -82.284183), Route carried "under" structure: County highway 212, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 140 (year 2019), Truck Traffic: 5%, Features Intersected: SR 34 RT LN, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 1.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 820A3270001, Location: AT HOLSTON R. AT BLUFF CI (Lat: 36.477200, Lng: -82.256083), Route carried "under" structure: County highway 327, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 300 (year 2022), Truck Traffic: 2%, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: SOU RR 731137M
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 5.391, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 820A3270001, Location: AT HOLSTON R. AT BLUFF CI (Lat: 36.477200, Lng: -82.256083), Route carried "under" structure: County highway 327, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 300 (year 2022), Truck Traffic: 2%, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: SOU RR 731137M
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 5.391, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 820B0840001, Location: MC-CLELLAN ST-BLUFF CITY (Lat: 36.476200, Lng: -82.258383), Route carried "under" structure: City street 24, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 731138U
Minimum Vertical Clearance: 3.09m (10.14ft), Kilometerpoint: 0.513, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.2m (17.1ft)
Structure Number: 820B0840001, Location: MC-CLELLAN ST-BLUFF CITY (Lat: 36.476200, Lng: -82.258383), Route carried "under" structure: City street 24, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 731138U
Minimum Vertical Clearance: 3.09m (10.14ft), Kilometerpoint: 0.513, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.2m (17.1ft)
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Structure Number: 82SR0340001, Location: SOUTH OF BRISTOL (Lat: 36.466717, Lng: -82.284183), Route carried "under" structure: County highway 2658, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 350 (year 2020), Truck Traffic: 3%, Features Intersected: SR 34 RT LN, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 5.922, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.3m (279.9ft)
Structure Number: 82SR0340001, Location: SOUTH OF BRISTOL (Lat: 36.466717, Lng: -82.284183), Route carried "under" structure: County highway 2658, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 350 (year 2020), Truck Traffic: 3%, Features Intersected: SR 34 RT LN, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 5.922, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.3m (279.9ft)
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Structure Number: 82SR0340035, Location: SOUTH OF BRISTOL (Lat: 36.450100, Lng: -82.285906), Route carried "under" structure: County highway 37, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 9,174 (year 2020), Truck Traffic: 11%, Features Intersected: 82-SR037-03.26, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 5.279, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.3m (279.9ft)
Structure Number: 82SR0340035, Location: SOUTH OF BRISTOL (Lat: 36.450100, Lng: -82.285906), Route carried "under" structure: County highway 37, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 9,174 (year 2020), Truck Traffic: 11%, Features Intersected: 82-SR037-03.26, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 5.279, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.3m (279.9ft)
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Structure Number: 82SR0340036, Location: SOUTH OF BRISTOL (Lat: 36.450100, Lng: -82.285906), Route carried "under" structure: County highway 37, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 9,174 (year 2020), Truck Traffic: 11%, Features Intersected: 82-SR037-03.26, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 5.279, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.3m (279.9ft)
Structure Number: 82SR0340036, Location: SOUTH OF BRISTOL (Lat: 36.450100, Lng: -82.285906), Route carried "under" structure: County highway 37, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 9,174 (year 2020), Truck Traffic: 11%, Features Intersected: 82-SR037-03.26, Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 5.279, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 85.3m (279.9ft)