Bridge Statistics for Graball, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 46ft / 14.3mTotal length
- $1,299,000Total costs
- 3,334Total average daily traffic
- 159Total average daily truck traffic
- 5,104Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Graball
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11960-1969
- 31970-1979
- 71980-1989
- 12010-2019
- Bridge Condition - Channel
- 30.8%Very good
- 46.2%Good
- 15.4%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 46.2%Very good
- 23.1%Good
- 23.1%Satisfactory
- 7.7%Fair
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Structure Number: 83020540001, Location: 5.5 MI NE JCT SR109&SR174 (Lat: 36.480617, Lng: -86.399533), Route carried "on" structure: County highway 2054, Year Built: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 192 (year 2041), Design Load: H 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $9,000, Total Project Cost: $131,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83020540001, Location: 5.5 MI NE JCT SR109&SR174 (Lat: 36.480617, Lng: -86.399533), Route carried "on" structure: County highway 2054, Year Built: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 192 (year 2041), Design Load: H 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $9,000, Total Project Cost: $131,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83020540003, Location: 4.6 MI NE JCT SR109&SR174 (Lat: 36.469567, Lng: -86.418533), Route carried "on" structure: County highway 2054, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 192 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83020540003, Location: 4.6 MI NE JCT SR109&SR174 (Lat: 36.469567, Lng: -86.418533), Route carried "on" structure: County highway 2054, Year Built: 1984, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 169 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 192 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83020550003, Location: 2.8 MI SE JCT SR76&SR109 (Lat: 36.515567, Lng: -86.472983), Route carried "on" structure: County highway 2055, Year Built: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 832 (year 2040), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.295, 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: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2020, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $83,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83020550003, Location: 2.8 MI SE JCT SR76&SR109 (Lat: 36.515567, Lng: -86.472983), Route carried "on" structure: County highway 2055, Year Built: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 832 (year 2040), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.295, 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: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2020, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $83,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83020550005, Location: 2.7 NI SE JCT SR76&SR109 (Lat: 36.516017, Lng: -86.472333), Route carried "on" structure: County highway 676, Year Built: 2012, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: WEST FORK DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.383, 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: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 83020550005, Location: 2.7 NI SE JCT SR76&SR109 (Lat: 36.516017, Lng: -86.472333), Route carried "on" structure: County highway 676, Year Built: 2012, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: WEST FORK DRAKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.383, 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: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 83020550007, Location: 3.1 MI SE JCT SR76&SR109 (Lat: 36.517733, Lng: -86.472967), Route carried "on" structure: County highway 2055, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 832 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $7,000, Total Project Cost: $101,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83020550007, Location: 3.1 MI SE JCT SR76&SR109 (Lat: 36.517733, Lng: -86.472967), Route carried "on" structure: County highway 2055, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 543 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 832 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.553, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $7,000, Total Project Cost: $101,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 830A6760001, Location: 4.6 MI SE JCT SR76&SR109 (Lat: 36.498567, Lng: -86.453350), Route carried "on" structure: County highway 676, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 336 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $6,000, Total Project Cost: $86,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 830A6760001, Location: 4.6 MI SE JCT SR76&SR109 (Lat: 36.498567, Lng: -86.453350), Route carried "on" structure: County highway 676, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 210 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 336 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $6,000, Total Project Cost: $86,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 830A6810005, Location: 3.5 MI NW JCT SR109&SR174 (Lat: 36.453283, Lng: -86.455431), Route carried "on" structure: County highway 681, Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2041), Features Intersected: WALLACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $8,000, Total Project Cost: $107,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 830A6810005, Location: 3.5 MI NW JCT SR109&SR174 (Lat: 36.453283, Lng: -86.455431), Route carried "on" structure: County highway 681, Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2041), Features Intersected: WALLACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $8,000, Total Project Cost: $107,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 830A6810007, Location: 3.3 MI NW JCT SR109&SR174 (Lat: 36.456081, Lng: -86.456919), Route carried "on" structure: County highway 681, Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2041), Design Load: HS 20, Features Intersected: WALLACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 8.0m (26.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $15,000, Total Project Cost: $221,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 830A6810007, Location: 3.3 MI NW JCT SR109&SR174 (Lat: 36.456081, Lng: -86.456919), Route carried "on" structure: County highway 681, Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2041), Design Load: HS 20, Features Intersected: WALLACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 8.0m (26.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $15,000, Total Project Cost: $221,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 830A6810009, Location: 3.9 MI NW JCT SR109&SR174 (Lat: 36.462833, Lng: -86.456419), Route carried "on" structure: County highway 681, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2041), Design Load: HS 20, Features Intersected: WALLACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 830A6810009, Location: 3.9 MI NW JCT SR109&SR174 (Lat: 36.462833, Lng: -86.456419), Route carried "on" structure: County highway 681, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 352 (year 2041), Design Load: HS 20, Features Intersected: WALLACE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 830A9760001, Location: 3.9 MI NE JCT SR109&SR174 (Lat: 36.453217, Lng: -86.409333), Route carried "on" structure: County highway 976, Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2041), Design Load: H 15, Features Intersected: DESHEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.779, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, 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: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 830A9760001, Location: 3.9 MI NE JCT SR109&SR174 (Lat: 36.453217, Lng: -86.409333), Route carried "on" structure: County highway 976, Year Built: 1976, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2041), Design Load: H 15, Features Intersected: DESHEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.779, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, 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: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 830A9760003, Location: 5.9 MI NE JCT SR109&SR174 (Lat: 36.476511, Lng: -86.391039), Route carried "on" structure: County highway 976, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 210 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 336 (year 2041), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 830A9760003, Location: 5.9 MI NE JCT SR109&SR174 (Lat: 36.476511, Lng: -86.391039), Route carried "on" structure: County highway 976, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 210 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 336 (year 2041), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 830A9790001, Location: 5.8 MI S JCT SR 52&SR 174 (Lat: 36.484983, Lng: -86.402717), Route carried "on" structure: County highway 979, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, 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: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $19,000, Total Project Cost: $271,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 830A9790001, Location: 5.8 MI S JCT SR 52&SR 174 (Lat: 36.484983, Lng: -86.402717), Route carried "on" structure: County highway 979, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, 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: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $19,000, Total Project Cost: $271,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83SR1090011, Location: 3.7 M NW JCT SR109&SR174 (Lat: 36.452867, Lng: -86.471217), Route carried "on" structure: County highway 566, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 290 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 464 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83SR1090011, Location: 3.7 M NW JCT SR109&SR174 (Lat: 36.452867, Lng: -86.471217), Route carried "on" structure: County highway 566, Year Built: 1932, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 290 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 464 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous