Bridge Statistics for Harrogate, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 194ft / 59.0mTotal length
- $13,613,000Total costs
- 53,101Total average daily traffic
- 4,772Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harrogate
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21940-1949
- 11960-1969
- 41970-1979
- 81980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 5.3%Excellent
- 15.8%Very good
- 21.1%Good
- 26.3%Satisfactory
- 21.1%Fair
- 10.5%Poor
- Bridge Condition - Culverts
- 7.7%Excellent
- 30.8%Good
- 53.8%Satisfactory
- 7.7%Fair
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Structure Number: 13023530003, Location: NE OF TAZEWELL (Lat: 36.588333, Lng: -83.602800), Route carried "on" structure: State highway 345, Year Built: 1940, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,224 (year 2040), Design Load: H 15, Features Intersected: CEDAR FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.99m (3.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $9,000, Total Project Cost: $124,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13023530003, Location: NE OF TAZEWELL (Lat: 36.588333, Lng: -83.602800), Route carried "on" structure: State highway 345, Year Built: 1940, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,224 (year 2040), Design Load: H 15, Features Intersected: CEDAR FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.99m (3.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $9,000, Total Project Cost: $124,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13024950001, Location: 3.2 M SE OF US25E-SR63 JC (Lat: 36.523067, Lng: -83.630983), Route carried "on" structure: County highway 392, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 80 (year 2042), Design Load: HS 20+Mod, Features Intersected: BLAIR CREEK, Facility Carried by Structure: NFA 2495 (SA 1313)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.128, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13024950001, Location: 3.2 M SE OF US25E-SR63 JC (Lat: 36.523067, Lng: -83.630983), Route carried "on" structure: County highway 392, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 80 (year 2042), Design Load: HS 20+Mod, Features Intersected: BLAIR CREEK, Facility Carried by Structure: NFA 2495 (SA 1313)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.128, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13025070001, Location: E OF CUMBERLAND GAP (Lat: 36.588917, Lng: -83.606083), Route carried "on" structure: County highway 2507, Year Built: 1986, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 486 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 778 (year 2041), Design Load: HS 20, Features Intersected: STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13025070001, Location: E OF CUMBERLAND GAP (Lat: 36.588917, Lng: -83.606083), Route carried "on" structure: County highway 2507, Year Built: 1986, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 486 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 778 (year 2041), Design Load: HS 20, Features Intersected: STATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13025580001, Location: 1.8 M SW OF ARTHUR (Lat: 36.533050, Lng: -83.692667), Route carried "on" structure: County highway 2558, Year Built: 1988, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 667 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,120 (year 2039), Design Load: HS 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13025580001, Location: 1.8 M SW OF ARTHUR (Lat: 36.533050, Lng: -83.692667), Route carried "on" structure: County highway 2558, Year Built: 1988, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 667 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,120 (year 2039), Design Load: HS 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13025600001, Location: 7.5 M NW OF TAZEWELL (Lat: 36.557517, Lng: -83.606650), Route carried "on" structure: County highway 2560, Year Built: 1985, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 217 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 347 (year 2041), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13025600001, Location: 7.5 M NW OF TAZEWELL (Lat: 36.557517, Lng: -83.606650), Route carried "on" structure: County highway 2560, Year Built: 1985, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 217 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 347 (year 2041), Design Load: HS 20+Mod, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 130A0420003, Location: NE OF EAGAN AT STATE LINE (Lat: 36.586017, Lng: -83.619367), Route carried "on" structure: County highway 42, Year Built: 1987, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 130A0420003, Location: NE OF EAGAN AT STATE LINE (Lat: 36.586017, Lng: -83.619367), Route carried "on" structure: County highway 42, Year Built: 1987, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 352 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 130A0690001, Location: N OF SR6O AT ARTHUR (Lat: 36.552467, Lng: -83.667567), Route carried "on" structure: County highway 1310, Year Built: 1984, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 510 (year 2041), Design Load: HS 20, Features Intersected: GAP CREEK, Facility Carried by Structure: NFA A069
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 130A0690001, Location: N OF SR6O AT ARTHUR (Lat: 36.552467, Lng: -83.667567), Route carried "on" structure: County highway 1310, Year Built: 1984, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 510 (year 2041), Design Load: HS 20, Features Intersected: GAP CREEK, Facility Carried by Structure: NFA A069
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.0 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 130A0690003, Location: 1.2 M W OF HARROGATE (Lat: 36.582450, Lng: -83.679400), Route carried "on" structure: County highway 1310, Year Built: 2015, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 864 (year 2039), Design Load: HL 93, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 130A0690003, Location: 1.2 M W OF HARROGATE (Lat: 36.582450, Lng: -83.679400), Route carried "on" structure: County highway 1310, Year Built: 2015, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 864 (year 2039), Design Load: HL 93, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 130A1420001, Location: 4.6 M SE OF US25E-SR63 JC (Lat: 36.552600, Lng: -83.572450), Route carried "on" structure: County highway 142, Year Built: 1994, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 70.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 130A1420001, Location: 4.6 M SE OF US25E-SR63 JC (Lat: 36.552600, Lng: -83.572450), Route carried "on" structure: County highway 142, Year Built: 1994, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: LITTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 70.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 130A1540001, Location: .2 MI N OF SR 63 (Lat: 36.581783, Lng: -83.596867), Route carried "on" structure: County highway 154, Year Built: 1990, Status: Posted for load, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.16m (16.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,313,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130A1540001, Location: .2 MI N OF SR 63 (Lat: 36.581783, Lng: -83.596867), Route carried "on" structure: County highway 154, Year Built: 1990, Status: Posted for load, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.16m (16.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,313,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130A4050001, Location: 3.5 M SSE OF US25E-SR63 J (Lat: 36.520433, Lng: -83.636283), Route carried "on" structure: County highway 405, Year Built: 1984, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20+Mod, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 130A4050001, Location: 3.5 M SSE OF US25E-SR63 J (Lat: 36.520433, Lng: -83.636283), Route carried "on" structure: County highway 405, Year Built: 1984, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20+Mod, Features Intersected: BLAIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 130A4240001, Location: N OFF SR63 IN ARTHUR (Lat: 36.543250, Lng: -83.669967), Route carried "on" structure: County highway 424, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 420 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 672 (year 2041), Design Load: HS 20+Mod, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 130A4240001, Location: N OFF SR63 IN ARTHUR (Lat: 36.543250, Lng: -83.669967), Route carried "on" structure: County highway 424, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 420 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 672 (year 2041), Design Load: HS 20+Mod, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 130A4260001, Location: 1 MI SE OF SR63 (Lat: 36.514983, Lng: -83.686550), Route carried "on" structure: County highway 426, Year Built: 1993, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 32 (year 2041), Design Load: H 15, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130A4260001, Location: 1 MI SE OF SR63 (Lat: 36.514983, Lng: -83.686550), Route carried "on" structure: County highway 426, Year Built: 1993, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 32 (year 2041), Design Load: H 15, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130A4260003, Location: 2 MI SE OF SR63 (Lat: 36.514722, Lng: -83.686111), Route carried "on" structure: County highway 426, Year Built: 2021, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 32 (year 2041), Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 44.0 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 130A4260003, Location: 2 MI SE OF SR63 (Lat: 36.514722, Lng: -83.686111), Route carried "on" structure: County highway 426, Year Built: 2021, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 32 (year 2041), Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 44.0 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 13S24410003, Location: .6 M E OF FORGE RIDGE RD (Lat: 36.588450, Lng: -83.605217), Route carried "on" structure: State highway 63, Year Built: 1970, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 1,051 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,952 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.762, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13S24410003, Location: .6 M E OF FORGE RIDGE RD (Lat: 36.588450, Lng: -83.605217), Route carried "on" structure: State highway 63, Year Built: 1970, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 1,051 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,952 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.762, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13SR0320013, Location: .5 M SE OF RIVERVIEW (Lat: 36.540267, Lng: -83.631050), Route carried "on" structure: US 25, Year Built: 2000, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 15,824 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 25,318 (year 2042), Design Load: HS 20, Features Intersected: POWELL RIVER, Facility Carried by Structure: FAP 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.685, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.67m (51.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,068,000, Roadway Improvement Cost: $707,000, Total Project Cost: $10,603,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13SR0320013, Location: .5 M SE OF RIVERVIEW (Lat: 36.540267, Lng: -83.631050), Route carried "on" structure: US 25, Year Built: 2000, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 15,824 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 25,318 (year 2042), Design Load: HS 20, Features Intersected: POWELL RIVER, Facility Carried by Structure: FAP 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.685, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.67m (51.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,068,000, Roadway Improvement Cost: $707,000, Total Project Cost: $10,603,000 ( Estimate for 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: 13SR0630007, Location: 4 M S CUMBLD GP MT PARK (Lat: 36.535917, Lng: -83.692183), Route carried "on" structure: State highway 63, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,844 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: H 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.979, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 13SR0630007, Location: 4 M S CUMBLD GP MT PARK (Lat: 36.535917, Lng: -83.692183), Route carried "on" structure: State highway 63, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,844 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,200 (year 2040), Design Load: H 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.979, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 13SR0630009, Location: 3.8 M S CUMBLD GP MT PARK (Lat: 36.542417, Lng: -83.678367), Route carried "on" structure: State highway 63, Year Built: 1971, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,325 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,984 (year 2040), Design Load: H 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.444, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 13SR0630009, Location: 3.8 M S CUMBLD GP MT PARK (Lat: 36.542417, Lng: -83.678367), Route carried "on" structure: State highway 63, Year Built: 1971, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,325 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,984 (year 2040), Design Load: H 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.444, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 13SR0630011, Location: 3.2 M W CUMBLD GP NAP PK (Lat: 36.546583, Lng: -83.669867), Route carried "on" structure: State highway 63, Year Built: 1969, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 7,325 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,984 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.377, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.46m (14.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,525,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13SR0630011, Location: 3.2 M W CUMBLD GP NAP PK (Lat: 36.546583, Lng: -83.669867), Route carried "on" structure: State highway 63, Year Built: 1969, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 7,325 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,984 (year 2040), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.377, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.46m (14.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,525,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13SR0630013, Location: 3.5 M W CUMBLD GP NAP PK (Lat: 36.549267, Lng: -83.665400), Route carried "on" structure: State highway 63, Year Built: 1971, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 7,325 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,984 (year 2040), Design Load: H 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.844, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 13SR0630013, Location: 3.5 M W CUMBLD GP NAP PK (Lat: 36.549267, Lng: -83.665400), Route carried "on" structure: State highway 63, Year Built: 1971, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 7,325 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,984 (year 2040), Design Load: H 20, Features Intersected: GAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.844, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 5230013P, Location: NEAR EAST PARK BOUNDARY (Lat: 36.592361, Lng: -83.663833), Route carried "on" structure: Federal lands road 10, Year Built: 1995, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 3,600 (year 2034), Design Load: HS 20, Features Intersected: U.S. ROUTE 25E, Facility Carried by Structure: U.S. ROUTE 58 ENTR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 16.1m (52.8ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5230013P, Location: NEAR EAST PARK BOUNDARY (Lat: 36.592361, Lng: -83.663833), Route carried "on" structure: Federal lands road 10, Year Built: 1995, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,000 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 3,600 (year 2034), Design Load: HS 20, Features Intersected: U.S. ROUTE 25E, Facility Carried by Structure: U.S. ROUTE 58 ENTR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 16.1m (52.8ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 130A4260005, Location: 2 MI SE OF SR63 (Lat: 36.511944, Lng: -83.684444), Route carried "under" structure: County highway 426, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 20 (year 2022), Truck Traffic: 5%, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 2.929, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
Structure Number: 130A4260005, Location: 2 MI SE OF SR63 (Lat: 36.511944, Lng: -83.684444), Route carried "under" structure: County highway 426, Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 20 (year 2022), Truck Traffic: 5%, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 2.929, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft)
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Structure Number: 130A4320001, Location: 2 M SW OF ARTHUR (Lat: 36.523167, Lng: -83.685800), Route carried "under" structure: County highway 423, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.026, Lanes under structure: 1, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 130A4320001, Location: 2 M SW OF ARTHUR (Lat: 36.523167, Lng: -83.685800), Route carried "under" structure: County highway 423, Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.026, Lanes under structure: 1, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.6m (24.9ft)