Bridge Statistics for Coalfield, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 115ft / 34.5mTotal length
- $2,665,000Total costs
- 39,539Total average daily traffic
- 2,868Total average daily truck traffic
- 64,421Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coalfield
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31950-1959
- 41980-1989
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 42.9%Very good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 26.7%Very good
- 33.3%Good
- 26.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
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Structure Number: 65023800001, Location: NEAR COALFIELD-S OF SR62 (Lat: 36.027017, Lng: -84.425183), Route carried "on" structure: County highway 2380, Year Built: 1988, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,568 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65023800001, Location: NEAR COALFIELD-S OF SR62 (Lat: 36.027017, Lng: -84.425183), Route carried "on" structure: County highway 2380, Year Built: 1988, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,568 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 65023800003, Location: 1.5 M W OF COALFIELD (Lat: 36.023217, Lng: -84.450433), Route carried "on" structure: County highway 2380, Year Built: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,568 (year 2041), Design Load: HS 20+Mod, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 65023800003, Location: 1.5 M W OF COALFIELD (Lat: 36.023217, Lng: -84.450433), Route carried "on" structure: County highway 2380, Year Built: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,568 (year 2041), Design Load: HS 20+Mod, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 65023800005, Location: 3 M E OF US27-SR328 JCT (Lat: 36.021067, Lng: -84.472783), Route carried "on" structure: County highway 2380, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,568 (year 2041), Design Load: HS 20, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 65023800005, Location: 3 M E OF US27-SR328 JCT (Lat: 36.021067, Lng: -84.472783), Route carried "on" structure: County highway 2380, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,568 (year 2041), Design Load: HS 20, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 65023820003, Location: S OF SR62-E OF COALFIELD (Lat: 36.036667, Lng: -84.381267), Route carried "on" structure: County highway 2382, Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 331 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 464 (year 2041), Design Load: HS 20+Mod, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 65023820003, Location: S OF SR62-E OF COALFIELD (Lat: 36.036667, Lng: -84.381267), Route carried "on" structure: County highway 2382, Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 331 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 464 (year 2041), Design Load: HS 20+Mod, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.699, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 650A3200001, Location: S OF SR62 AT ROANE CO LN (Lat: 36.044900, Lng: -84.365067), Route carried "on" structure: County highway 320, Year Built: 2005, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20+Mod, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 650A3200001, Location: S OF SR62 AT ROANE CO LN (Lat: 36.044900, Lng: -84.365067), Route carried "on" structure: County highway 320, Year Built: 2005, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20+Mod, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 650A3290001, Location: 2.4 M SE 0F SR62-SR116 JC (Lat: 36.041950, Lng: -84.434867), Route carried "on" structure: County highway 329, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $5,000, Total Project Cost: $74,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650A3290001, Location: 2.4 M SE 0F SR62-SR116 JC (Lat: 36.041950, Lng: -84.434867), Route carried "on" structure: County highway 329, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $5,000, Total Project Cost: $74,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650A3420001, Location: NE OFF US27 NEAR ROANE CO (Lat: 35.995433, Lng: -84.476783), Route carried "on" structure: County highway 342, Year Built: 1984, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 160 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20+Mod, Features Intersected: LITTLE EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.327, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 650A3420001, Location: NE OFF US27 NEAR ROANE CO (Lat: 35.995433, Lng: -84.476783), Route carried "on" structure: County highway 342, Year Built: 1984, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 160 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20+Mod, Features Intersected: LITTLE EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.327, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 650A3510001, Location: NEAR COALFIELD-S OF SR62 (Lat: 36.021117, Lng: -84.427217), Route carried "on" structure: County highway A351, Year Built: 1930, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2041), Features Intersected: MIDDLE FORK LITTLE EMORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 2.7m (8.9ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 6.2 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $39,000, Total Project Cost: $572,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 650A3510001, Location: NEAR COALFIELD-S OF SR62 (Lat: 36.021117, Lng: -84.427217), Route carried "on" structure: County highway A351, Year Built: 1930, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2041), Features Intersected: MIDDLE FORK LITTLE EMORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 2.7m (8.9ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 6.2 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: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $39,000, Total Project Cost: $572,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 650A3660001, Location: NEAR LOGANS RUN-S OF SR62 (Lat: 36.019717, Lng: -84.431383), Route carried "on" structure: County highway A366, Year Built: 1930, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2041), Features Intersected: MIDDLE FORK LITTLE EMORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 23.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $48,000, Total Project Cost: $716,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 650A3660001, Location: NEAR LOGANS RUN-S OF SR62 (Lat: 36.019717, Lng: -84.431383), Route carried "on" structure: County highway A366, Year Built: 1930, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2041), Features Intersected: MIDDLE FORK LITTLE EMORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 23.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $48,000, Total Project Cost: $716,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 65S25230001, Location: COAL HILL RD. (Lat: 35.992767, Lng: -84.478667), Route carried "on" structure: County highway 1232, Year Built: 2011, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 825 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,200 (year 2041), Design Load: HL 93, Features Intersected: MACHINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 65S25230001, Location: COAL HILL RD. (Lat: 35.992767, Lng: -84.478667), Route carried "on" structure: County highway 1232, Year Built: 2011, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 825 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,200 (year 2041), Design Load: HL 93, Features Intersected: MACHINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 65SR0290003, Location: .26 MI.N.OF ROANE CO. (Lat: 35.988450, Lng: -84.483683), Route carried "on" structure: US 27, Year Built: 2019, Status: Open, Structure Length: 10.10m (33.14ft), Average Daily Traffic: 3,066 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,906 (year 2041), Design Load: HL 93, Features Intersected: BITTER CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 65SR0290003, Location: .26 MI.N.OF ROANE CO. (Lat: 35.988450, Lng: -84.483683), Route carried "on" structure: US 27, Year Built: 2019, Status: Open, Structure Length: 10.10m (33.14ft), Average Daily Traffic: 3,066 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,906 (year 2041), Design Load: HL 93, Features Intersected: BITTER CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 65SR0290004, Location: .26 MI.N.OF ROANE CO. (Lat: 35.988450, Lng: -84.483683), Route carried "on" structure: US 27, Year Built: 2019, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 3,066 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,906 (year 2041), Design Load: HL 93, Features Intersected: BITTER CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 65SR0290004, Location: .26 MI.N.OF ROANE CO. (Lat: 35.988450, Lng: -84.483683), Route carried "on" structure: US 27, Year Built: 2019, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 3,066 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,906 (year 2041), Design Load: HL 93, Features Intersected: BITTER CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 65SR0620021, Location: 2.58 MI.W.OF OLIVER SPR. (Lat: 36.039300, Lng: -84.393450), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 9,717 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,547 (year 2041), Design Load: HS 20, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.109, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000 ( Estimate for 2021)
Structure Number: 65SR0620021, Location: 2.58 MI.W.OF OLIVER SPR. (Lat: 36.039300, Lng: -84.393450), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 9,717 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,547 (year 2041), Design Load: HS 20, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.109, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $580,000 ( Estimate for 2021)
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Structure Number: 65SR0620023, Location: 1.2 M E OF OLIVER SPRINGS (Lat: 36.045250, Lng: -84.365200), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 9,717 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,547 (year 2041), Design Load: HS 20, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 65SR0620023, Location: 1.2 M E OF OLIVER SPRINGS (Lat: 36.045250, Lng: -84.365200), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 9,717 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,547 (year 2041), Design Load: HS 20, Features Intersected: GEISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 65SR0620025, Location: .83 MI.W.OF OLIVER SPRING (Lat: 36.045683, Lng: -84.364117), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 9,717 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,547 (year 2041), Design Load: H 20, Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $524,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65SR0620025, Location: .83 MI.W.OF OLIVER SPRING (Lat: 36.045683, Lng: -84.364117), Route carried "on" structure: State highway 62, Year Built: 1951, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 9,717 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,547 (year 2041), Design Load: H 20, Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.54m (11.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $524,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous