Bridge Statistics for Mount Carmel, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 289ft / 88.2mTotal length
- $2,695,000Total costs
- 71,951Total average daily traffic
- 5,576Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Carmel
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21910-1919
- 21940-1949
- 21950-1959
- 21960-1969
- 31970-1979
- 41980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 22.2%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 22.2%Good
- 33.3%Satisfactory
- 22.2%Fair
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Structure Number: 37005680003, Location: NEAR MOUNT CARMEL (Lat: 36.587367, Lng: -82.637933), Route carried "on" structure: State highway 346, Year Built: 1980, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 3,286 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,258 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 37005680003, Location: NEAR MOUNT CARMEL (Lat: 36.587367, Lng: -82.637933), Route carried "on" structure: State highway 346, Year Built: 1980, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 3,286 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,258 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 37005680007, Location: 1/2 MI. OF CHURCH HILL (Lat: 36.587517, Lng: -82.633567), Route carried "on" structure: State highway 346, Year Built: 1980, Status: Posted for load, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 3,286 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,258 (year 2042), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 37005680007, Location: 1/2 MI. OF CHURCH HILL (Lat: 36.587517, Lng: -82.633567), Route carried "on" structure: State highway 346, Year Built: 1980, Status: Posted for load, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 3,286 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,258 (year 2042), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 37M39500001, Location: IN MOUNT CARMEL (Lat: 36.539833, Lng: -82.665683), Route carried "on" structure: City street 3950, Year Built: 1952, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,074 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,664 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $16,000, Total Project Cost: $232,000 ( Estimate for 2019)
Structure Number: 37M39500001, Location: IN MOUNT CARMEL (Lat: 36.539833, Lng: -82.665683), Route carried "on" structure: City street 3950, Year Built: 1952, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,074 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,664 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $16,000, Total Project Cost: $232,000 ( Estimate for 2019)
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Structure Number: 37S24620001, Location: NW CORNER OF SULLIVAN CO (Lat: 36.589167, Lng: -82.606467), Route carried "on" structure: State highway 346, Year Built: 1977, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 6,986 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,178 (year 2041), Design Load: HS 20, Features Intersected: HOLSTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.695, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.28m (40.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,811,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 37S24620001, Location: NW CORNER OF SULLIVAN CO (Lat: 36.589167, Lng: -82.606467), Route carried "on" structure: State highway 346, Year Built: 1977, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 6,986 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,178 (year 2041), Design Load: HS 20, Features Intersected: HOLSTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.695, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.28m (40.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,811,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 37SR0010025, Location: N. OF ROGERSVILLE (Lat: 36.546800, Lng: -82.650117), Route carried "on" structure: US 11, Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 29,486 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 58,384 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.328, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to 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: August 2020, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $476,000 ( Estimate for 2020)
Structure Number: 37SR0010025, Location: N. OF ROGERSVILLE (Lat: 36.546800, Lng: -82.650117), Route carried "on" structure: US 11, Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 29,486 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 58,384 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.328, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to 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: August 2020, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $476,000 ( Estimate for 2020)
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Structure Number: DAPAMCHOL000012, Location: SW OF ACID PLANT (Lat: 36.531731, Lng: -82.649531), Route carried "on" structure: ServiceOther road , Year Built: 1950, Year Reconstructed: 1979, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: ARNOTT BRANCH, Facility Carried by Structure: ROAD 1926W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $23,000, Total Project Cost: $73,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCHOL000012, Location: SW OF ACID PLANT (Lat: 36.531731, Lng: -82.649531), Route carried "on" structure: ServiceOther road , Year Built: 1950, Year Reconstructed: 1979, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: ARNOTT BRANCH, Facility Carried by Structure: ROAD 1926W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $23,000, Total Project Cost: $73,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPAMCHOL000013, Location: ENTRANCE TO ACID PLANT (Lat: 36.534331, Lng: -82.648719), Route carried "on" structure: ServiceOther road , Year Built: 1970, Year Reconstructed: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: ARNOTT BRANCH, Facility Carried by Structure: ROAD 1931
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $12,000, Total Project Cost: $13,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCHOL000013, Location: ENTRANCE TO ACID PLANT (Lat: 36.534331, Lng: -82.648719), Route carried "on" structure: ServiceOther road , Year Built: 1970, Year Reconstructed: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: ARNOTT BRANCH, Facility Carried by Structure: ROAD 1931
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $12,000, Total Project Cost: $13,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPAMCHOL000015, Location: SOUTH OF ACID PLANT (Lat: 36.532269, Lng: -82.646311), Route carried "on" structure: ServiceOther road , Year Built: 1980, Status: Posted for load, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Features Intersected: ARNOTT BRANCH, Facility Carried by Structure: ROAD 1926A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $19,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCHOL000015, Location: SOUTH OF ACID PLANT (Lat: 36.532269, Lng: -82.646311), Route carried "on" structure: ServiceOther road , Year Built: 1980, Status: Posted for load, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Features Intersected: ARNOTT BRANCH, Facility Carried by Structure: ROAD 1926A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $19,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPAMCHOL000017, Location: EAST OF ACID PLANT (Lat: 36.534600, Lng: -82.640900), Route carried "on" structure: ServiceOther road , Year Built: 1980, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ROAD 1907
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $15,000, Total Project Cost: $22,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: DAPAMCHOL000017, Location: EAST OF ACID PLANT (Lat: 36.534600, Lng: -82.640900), Route carried "on" structure: ServiceOther road , Year Built: 1980, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ROAD 1907
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $15,000, Total Project Cost: $22,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: DAPAMCHOL000019, Location: EAST OF ACID PLANT (Lat: 36.536050, Lng: -82.637339), Route carried "on" structure: ServiceOther road , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ROAD 1909
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $18,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCHOL000019, Location: EAST OF ACID PLANT (Lat: 36.536050, Lng: -82.637339), Route carried "on" structure: ServiceOther road , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ROAD 1909
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $18,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPAMCHOL00002, Location: ENTRANCE TO AMMO STORAGE (Lat: 36.528611, Lng: -82.658331), Route carried "on" structure: ServiceOther road , Year Built: 1990, Status: Open, Structure Length: 54.95m (180.28ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: HOLSTON RIVER, Facility Carried by Structure: ROAD 1926W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: 55.00m (180.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $21,000, Total Project Cost: $31,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: DAPAMCHOL00002, Location: ENTRANCE TO AMMO STORAGE (Lat: 36.528611, Lng: -82.658331), Route carried "on" structure: ServiceOther road , Year Built: 1990, Status: Open, Structure Length: 54.95m (180.28ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: HOLSTON RIVER, Facility Carried by Structure: ROAD 1926W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: 55.00m (180.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $21,000, Total Project Cost: $31,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 37039490001, Location: IN MT CARMEL (Lat: 36.545850, Lng: -82.655033), Route carried "under" structure: City street 3949, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 2,046 (year 2020), Truck Traffic: 3%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 730158C
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 0.097, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.4m (21.0ft)
Structure Number: 37039490001, Location: IN MT CARMEL (Lat: 36.545850, Lng: -82.655033), Route carried "under" structure: City street 3949, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 2,046 (year 2020), Truck Traffic: 3%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 730158C
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 0.097, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 6.4m (21.0ft)
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Structure Number: 370A5930001, Location: N OF SR346-NEAR SULLIVAN (Lat: 36.592517, Lng: -82.632200), Route carried "under" structure: County highway 593, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 870 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 730145B
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.309, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.6m (15.1ft)
Structure Number: 370A5930001, Location: N OF SR346-NEAR SULLIVAN (Lat: 36.592517, Lng: -82.632200), Route carried "under" structure: County highway 593, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 870 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 730145B
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.309, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.6m (15.1ft)
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Structure Number: 370B1860001, Location: S OF SR346 NEAR STATE LI (Lat: 36.580317, Lng: -82.627033), Route carried "under" structure: County highway 186, Year Built: 1905, Structure Length: 0. m, Average Daily Traffic: 140 (year 2022), Truck Traffic: 2%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RR 243956G
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.330, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 4.6m (15.1ft)
Structure Number: 370B1860001, Location: S OF SR346 NEAR STATE LI (Lat: 36.580317, Lng: -82.627033), Route carried "under" structure: County highway 186, Year Built: 1905, Structure Length: 0. m, Average Daily Traffic: 140 (year 2022), Truck Traffic: 2%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RR 243956G
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.330, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 4.6m (15.1ft)
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Structure Number: 370B2010001, Location: N OFF SR346 NEAR CO LINE (Lat: 36.589633, Lng: -82.635533), Route carried "under" structure: County highway 591, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 2.90m (9.51ft), Kilometerpoint: 0.663, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft)
Structure Number: 370B2010001, Location: N OFF SR346 NEAR CO LINE (Lat: 36.589633, Lng: -82.635533), Route carried "under" structure: County highway 591, Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 2.90m (9.51ft), Kilometerpoint: 0.663, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft)
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Structure Number: 37M39500005, Location: IN MOUNT CARMEL (Lat: 36.540167, Lng: -82.665000), Route carried "under" structure: City street 3950, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 2,074 (year 2020), Truck Traffic: 4%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.633, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 37M39500005, Location: IN MOUNT CARMEL (Lat: 36.540167, Lng: -82.665000), Route carried "under" structure: City street 3950, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 2,074 (year 2020), Truck Traffic: 4%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.633, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 37SR0010035, Location: NEAR KINGSPORT TENN. (Lat: 36.540017, Lng: -82.663783), Route carried "under" structure: US 11, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,341 (year 2020), Truck Traffic: 11%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 61.847, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 37SR0010035, Location: NEAR KINGSPORT TENN. (Lat: 36.540017, Lng: -82.663783), Route carried "under" structure: US 11, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,341 (year 2020), Truck Traffic: 11%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 61.847, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 82S24620001, Location: VERY NW CORNER OF COUNTY (Lat: 36.589167, Lng: -82.606467), Route carried "under" structure: County highway 3899, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 3,002 (year 2020), Truck Traffic: 3%, Features Intersected: SR 346 (HAWKINS CO BR), Facility Carried by Structure: FAS 346
Minimum Vertical Clearance: 3.26m (10.70ft), Kilometerpoint: 5.842, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 82S24620001, Location: VERY NW CORNER OF COUNTY (Lat: 36.589167, Lng: -82.606467), Route carried "under" structure: County highway 3899, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 3,002 (year 2020), Truck Traffic: 3%, Features Intersected: SR 346 (HAWKINS CO BR), Facility Carried by Structure: FAS 346
Minimum Vertical Clearance: 3.26m (10.70ft), Kilometerpoint: 5.842, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)