Bridge Statistics for Smithville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 187ft / 56.9mTotal length
- $7,413,000Total costs
- 80,869Total average daily traffic
- 7,251Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Smithville
- No street view available for this location
- New bridges - historical statistics
- 51940-1949
- 71950-1959
- 21960-1969
- 61970-1979
- 31980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 30.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- Bridge Condition - Substructure
- 30.0%Good
- 30.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 22.7%Good
- 45.5%Satisfactory
- 27.3%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 64.3%Good
- 7.1%Satisfactory
- 21.4%Fair
- 7.1%Poor
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Structure Number: 21021910001, Location: 1MI EAST OF SR146 (Lat: 35.915067, Lng: -85.840283), Route carried "on" structure: County highway 2191, Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 302 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 544 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21021910001, Location: 1MI EAST OF SR146 (Lat: 35.915067, Lng: -85.840283), Route carried "on" structure: County highway 2191, Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 302 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 544 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210A0770001, Location: 1MI NORTH OF SR56 (Lat: 35.992667, Lng: -85.827267), Route carried "on" structure: County highway 95, Year Built: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 170 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2039), Design Load: H 15, Features Intersected: HOLMES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.964, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210A0770001, Location: 1MI NORTH OF SR56 (Lat: 35.992667, Lng: -85.827267), Route carried "on" structure: County highway 95, Year Built: 1950, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 170 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2039), Design Load: H 15, Features Intersected: HOLMES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.964, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210A0810001, Location: .1 MI WEST OF SR56 (Lat: 35.964183, Lng: -85.812917), Route carried "on" structure: City street 95, Year Built: 2017, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,510 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,416 (year 2039), Design Load: HL 93, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.753, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.9m (91.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 210A0810001, Location: .1 MI WEST OF SR56 (Lat: 35.964183, Lng: -85.812917), Route carried "on" structure: City street 95, Year Built: 2017, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,510 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,416 (year 2039), Design Load: HL 93, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.753, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.9m (91.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 210A1190001, Location: 1.5 MI N OF SR 70 (Lat: 35.998250, Lng: -85.843167), Route carried "on" structure: County highway 119, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2039), Design Load: HS 20, Features Intersected: SMALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, 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: 3.7m (12.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210A1190001, Location: 1.5 MI N OF SR 70 (Lat: 35.998250, Lng: -85.843167), Route carried "on" structure: County highway 119, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2039), Design Load: HS 20, Features Intersected: SMALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, 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: 3.7m (12.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210A1240001, Location: .2 MI NORTH OF US70 (Lat: 35.959908, Lng: -85.806086), Route carried "on" structure: City street 200, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2039), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210A1240001, Location: .2 MI NORTH OF US70 (Lat: 35.959908, Lng: -85.806086), Route carried "on" structure: City street 200, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2039), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210A1630001, Location: 1MI SOUTH OF US 70 (Lat: 35.942783, Lng: -85.780833), Route carried "on" structure: County highway 214, Year Built: 1945, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 640 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,024 (year 2042), Design Load: H 15, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210A1630001, Location: 1MI SOUTH OF US 70 (Lat: 35.942783, Lng: -85.780833), Route carried "on" structure: County highway 214, Year Built: 1945, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 640 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,024 (year 2042), Design Load: H 15, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210A1670001, Location: 5 MI EAST OF SR56 (Lat: 35.907933, Lng: -85.771617), Route carried "on" structure: County highway 219, Year Built: 1945, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 360 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 576 (year 2040), Design Load: H 15, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $358,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210A1670001, Location: 5 MI EAST OF SR56 (Lat: 35.907933, Lng: -85.771617), Route carried "on" structure: County highway 219, Year Built: 1945, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 360 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 576 (year 2040), Design Load: H 15, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $358,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210A1710001, Location: 3 MI EAST OF SR56 (Lat: 35.904767, Lng: -85.783933), Route carried "on" structure: County highway 227, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.884, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210A1710001, Location: 3 MI EAST OF SR56 (Lat: 35.904767, Lng: -85.783933), Route carried "on" structure: County highway 227, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2039), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.884, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210A2710001, Location: IN CITY OF SMITHVILLE (Lat: 35.958050, Lng: -85.827767), Route carried "on" structure: City street 472, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,960 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,536 (year 2040), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Fair, Culverts: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210A2710001, Location: IN CITY OF SMITHVILLE (Lat: 35.958050, Lng: -85.827767), Route carried "on" structure: City street 472, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,960 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,536 (year 2040), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Fair, Culverts: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210A2720001, Location: IN CITY OF SMITHVILLE (Lat: 35.960178, Lng: -85.823425), Route carried "on" structure: City street 432, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,190 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,904 (year 2040), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 210A2720001, Location: IN CITY OF SMITHVILLE (Lat: 35.960178, Lng: -85.823425), Route carried "on" structure: City street 432, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,190 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,904 (year 2040), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 210A2740001, Location: IN CITY OF SMITHVILLIE (Lat: 35.960483, Lng: -85.839483), Route carried "on" structure: City street 455, Year Built: 1960, Year Reconstructed: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,050 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.410, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.1 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210A2740001, Location: IN CITY OF SMITHVILLIE (Lat: 35.960483, Lng: -85.839483), Route carried "on" structure: City street 455, Year Built: 1960, Year Reconstructed: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,050 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.410, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.1 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210A2920001, Location: 7MI WEST OF SR146 (Lat: 35.943017, Lng: -85.905533), Route carried "on" structure: County highway 320, Year Built: 1970, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2042), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $29,000, Total Project Cost: $434,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210A2920001, Location: 7MI WEST OF SR146 (Lat: 35.943017, Lng: -85.905533), Route carried "on" structure: County highway 320, Year Built: 1970, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2042), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $29,000, Total Project Cost: $434,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21SR0260001, Location: IN ALEXANDRIA CITY LIMITS (Lat: 36.076683, Lng: -86.043517), Route carried "on" structure: US 70, Year Built: 1953, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,183 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,693 (year 2041), Design Load: H 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $18,000, Total Project Cost: $259,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21SR0260001, Location: IN ALEXANDRIA CITY LIMITS (Lat: 36.076683, Lng: -86.043517), Route carried "on" structure: US 70, Year Built: 1953, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,183 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,693 (year 2041), Design Load: H 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $18,000, Total Project Cost: $259,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21SR0260015, Location: IN SMITHVILLE (Lat: 35.958300, Lng: -85.825500), Route carried "on" structure: US 70, Year Built: 1951, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 12,131 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 19,410 (year 2041), Design Load: H 20, Features Intersected: FALL CREEK, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.630, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 26.1 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: 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: October 2021
Structure Number: 21SR0260015, Location: IN SMITHVILLE (Lat: 35.958300, Lng: -85.825500), Route carried "on" structure: US 70, Year Built: 1951, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 12,131 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 19,410 (year 2041), Design Load: H 20, Features Intersected: FALL CREEK, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.630, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 26.1 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: 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: October 2021
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Structure Number: 21SR0260017, Location: IN THE CITY OF SMITHVILLE (Lat: 35.957700, Lng: -85.815217), Route carried "on" structure: City street 555, Year Built: 1951, Status: Posted for load, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,015 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,624 (year 2042), Design Load: H 20, Features Intersected: SR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 2, Lanes under structure: 4, 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: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,355,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 21SR0260017, Location: IN THE CITY OF SMITHVILLE (Lat: 35.957700, Lng: -85.815217), Route carried "on" structure: City street 555, Year Built: 1951, Status: Posted for load, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,015 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,624 (year 2042), Design Load: H 20, Features Intersected: SR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 2, Lanes under structure: 4, 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: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,355,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 21SR0260019, Location: IN SMITHVILLE CITY LIMITS (Lat: 35.957783, Lng: -85.804617), Route carried "on" structure: US 70, Year Built: 1951, Year Reconstructed: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,484 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,974 (year 2041), Design Load: HS 20, Features Intersected: FALL CREEK, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.562, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $54,000, Total Project Cost: $796,000 ( Estimate for 2021)
Structure Number: 21SR0260019, Location: IN SMITHVILLE CITY LIMITS (Lat: 35.957783, Lng: -85.804617), Route carried "on" structure: US 70, Year Built: 1951, Year Reconstructed: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,484 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,974 (year 2041), Design Load: HS 20, Features Intersected: FALL CREEK, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.562, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $54,000, Total Project Cost: $796,000 ( Estimate for 2021)
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Structure Number: 21SR0260023, Location: IN LIBERTY CITY LIMITS (Lat: 36.005583, Lng: -85.983017), Route carried "on" structure: US 70, Year Built: 1951, Year Reconstructed: 1995, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 7,168 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,469 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), 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 or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft)
Condition: Channel: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $36,000, Total Project Cost: $529,000 ( Estimate for 2021)
Structure Number: 21SR0260023, Location: IN LIBERTY CITY LIMITS (Lat: 36.005583, Lng: -85.983017), Route carried "on" structure: US 70, Year Built: 1951, Year Reconstructed: 1995, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 7,168 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,469 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), 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 or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft)
Condition: Channel: Satisfactory, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $36,000, Total Project Cost: $529,000 ( Estimate for 2021)
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Structure Number: 21SR0530001, Location: DECALB-CANNON CO. LINE (Lat: 35.953167, Lng: -85.997350), Route carried "on" structure: State highway 53, Year Built: 1947, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 670 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2042), Design Load: H 15, Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21SR0530001, Location: DECALB-CANNON CO. LINE (Lat: 35.953167, Lng: -85.997350), Route carried "on" structure: State highway 53, Year Built: 1947, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 670 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,072 (year 2042), Design Load: H 15, Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21SR0560003, Location: 1.9 MI.S.OF SMITHVILLE (Lat: 35.910333, Lng: -85.819083), Route carried "on" structure: State highway 56, Year Built: 1966, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 6,623 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,597 (year 2041), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.3 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $32,000, Total Project Cost: $470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21SR0560003, Location: 1.9 MI.S.OF SMITHVILLE (Lat: 35.910333, Lng: -85.819083), Route carried "on" structure: State highway 56, Year Built: 1966, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 6,623 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,597 (year 2041), Design Load: HS 20+Mod, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.3 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $32,000, Total Project Cost: $470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21SR0560005, Location: IN SMITHVILLE CITY LIMITS (Lat: 35.963050, Lng: -85.810000), Route carried "on" structure: State highway 56, Year Built: 1971, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,290 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,064 (year 2042), Design Load: H 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.132, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: 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: October 2021
Structure Number: 21SR0560005, Location: IN SMITHVILLE CITY LIMITS (Lat: 35.963050, Lng: -85.810000), Route carried "on" structure: State highway 56, Year Built: 1971, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,290 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,064 (year 2042), Design Load: H 20, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.132, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: 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: October 2021
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Structure Number: 21SR0560019, Location: 1.6 MI.S.OF SHINING ROCK (Lat: 35.901017, Lng: -85.812067), Route carried "on" structure: State highway 56, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,623 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,597 (year 2041), Design Load: H 20, Features Intersected: CAPPY SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21SR0560019, Location: 1.6 MI.S.OF SHINING ROCK (Lat: 35.901017, Lng: -85.812067), Route carried "on" structure: State highway 56, Year Built: 1975, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,623 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,597 (year 2041), Design Load: H 20, Features Intersected: CAPPY SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21SR1410001, Location: 2 MI FM CENTER HILL DAM (Lat: 36.100450, Lng: -85.845267), Route carried "on" structure: State highway 141, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 134 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2040), Design Load: HS 20, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 21SR1410001, Location: 2 MI FM CENTER HILL DAM (Lat: 36.100450, Lng: -85.845267), Route carried "on" structure: State highway 141, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 134 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2040), Design Load: HS 20, Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 21SR1460001, Location: 2 MI.SW.OF SMITHVILLE (Lat: 35.923600, Lng: -85.855950), Route carried "on" structure: State highway 146, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,598 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,368 (year 2039), Design Load: H 10, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.532, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21SR1460001, Location: 2 MI.SW.OF SMITHVILLE (Lat: 35.923600, Lng: -85.855950), Route carried "on" structure: State highway 146, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,598 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,368 (year 2039), Design Load: H 10, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.532, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21SR1410003, Location: CENTER HILL DAM (Lat: 35.133333, Lng: -85.866667), Route carried "on" structure: State highway 96, Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 14.32m (46.98ft), Average Daily Traffic: 684 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 820 (year 2039), Design Load: HS 20, Features Intersected: CENTER HILL DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.783, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 2.9m (9.5ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $94,000, Total Project Cost: $2,645,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21SR1410003, Location: CENTER HILL DAM (Lat: 35.133333, Lng: -85.866667), Route carried "on" structure: State highway 96, Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 14.32m (46.98ft), Average Daily Traffic: 684 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 820 (year 2039), Design Load: HS 20, Features Intersected: CENTER HILL DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.783, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 2.9m (9.5ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $2,550,000, Roadway Improvement Cost: $94,000, Total Project Cost: $2,645,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21SR0260017, Location: NEAR SMITHVILLE TENN. (Lat: 35.957700, Lng: -85.815217), Route carried "under" structure: US 70, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 12,564 (year 2020), Truck Traffic: 11%, Features Intersected: S COLLEGE ST / W BROAD S, Facility Carried by Structure: NFA A555
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 29.596, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 21SR0260017, Location: NEAR SMITHVILLE TENN. (Lat: 35.957700, Lng: -85.815217), Route carried "under" structure: US 70, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 12,564 (year 2020), Truck Traffic: 11%, Features Intersected: S COLLEGE ST / W BROAD S, Facility Carried by Structure: NFA A555
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 29.596, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 12.8m (42.0ft)