Bridge Statistics for Winfield, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 95ft / 29.1mTotal length
- $9,596,000Total costs
- 33,188Total average daily traffic
- 3,149Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Winfield
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31940-1949
- 41950-1959
- 31960-1969
- 21980-1989
- Bridge Condition - Deck
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Critical
- Bridge Condition - Superstructure
- 50.0%Satisfactory
- 37.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 75.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 25.0%Satisfactory
- 41.7%Fair
- 25.0%Poor
- 8.3%Serious
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Structure Number: 76023850001, Location: 4.3 M NE OF US27-SR63 JCT (Lat: 36.451500, Lng: -84.477100), Route carried "on" structure: County highway 2385, Year Built: 1965, Status: Closed, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 686 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,098 (year 2041), Features Intersected: PAINT ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Critical, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 2.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 1.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76023850001, Location: 4.3 M NE OF US27-SR63 JCT (Lat: 36.451500, Lng: -84.477100), Route carried "on" structure: County highway 2385, Year Built: 1965, Status: Closed, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 686 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,098 (year 2041), Features Intersected: PAINT ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Critical, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 2.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 1.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76023890001, Location: E OFF US27 AT WINFIELD (Lat: 36.553483, Lng: -84.450800), Route carried "on" structure: City street 2389, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,151 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,616 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.6 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76023890001, Location: E OFF US27 AT WINFIELD (Lat: 36.553483, Lng: -84.450800), Route carried "on" structure: City street 2389, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,151 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,616 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 48.6 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76023980001, Location: 3.5 MI. E OF ONEIDA (Lat: 36.501967, Lng: -84.456333), Route carried "on" structure: County highway 2398, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 177 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 384 (year 2041), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76023980001, Location: 3.5 MI. E OF ONEIDA (Lat: 36.501967, Lng: -84.456333), Route carried "on" structure: County highway 2398, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 177 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 384 (year 2041), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760A0630001, Location: E OFF US27 NEAR ST. LINE (Lat: 36.578867, Lng: -84.439517), Route carried "on" structure: County highway 63, Year Built: 1933, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2041), Features Intersected: ROARING PAUNCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 760A0630001, Location: E OFF US27 NEAR ST. LINE (Lat: 36.578867, Lng: -84.439517), Route carried "on" structure: County highway 63, Year Built: 1933, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2041), Features Intersected: ROARING PAUNCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760A1090001, Location: W OF US27 NEAR WINFIELD (Lat: 36.567636, Lng: -84.452428), Route carried "on" structure: County highway 109, Year Built: 1948, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 970 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,552 (year 2041), Features Intersected: JONES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Serious, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $13,000, Total Project Cost: $182,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 760A1090001, Location: W OF US27 NEAR WINFIELD (Lat: 36.567636, Lng: -84.452428), Route carried "on" structure: County highway 109, Year Built: 1948, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 970 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,552 (year 2041), Features Intersected: JONES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Serious, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $13,000, Total Project Cost: $182,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76S24490001, Location: E OF US27 NEAR WINFIELD (Lat: 36.561100, Lng: -84.444433), Route carried "on" structure: County highway 1240, Year Built: 1948, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,194 (year 2042), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.9 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: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $18,000, Total Project Cost: $262,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76S24490001, Location: E OF US27 NEAR WINFIELD (Lat: 36.561100, Lng: -84.444433), Route carried "on" structure: County highway 1240, Year Built: 1948, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,194 (year 2042), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), 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: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.9 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: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $18,000, Total Project Cost: $262,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76S24490003, Location: 1.6 M NE OF US27 AT WINFI (Lat: 36.567317, Lng: -84.425250), Route carried "on" structure: County highway 1240, Year Built: 1960, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,194 (year 2041), Features Intersected: ROARING PUNCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76S24490003, Location: 1.6 M NE OF US27 AT WINFI (Lat: 36.567317, Lng: -84.425250), Route carried "on" structure: County highway 1240, Year Built: 1960, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,194 (year 2041), Features Intersected: ROARING PUNCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76S24490005, Location: 2 M NE OF WINFIELD (Lat: 36.574933, Lng: -84.419250), Route carried "on" structure: County highway 1240, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,552 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, 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: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 45.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 76S24490005, Location: 2 M NE OF WINFIELD (Lat: 36.574933, Lng: -84.419250), Route carried "on" structure: County highway 1240, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,371 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,552 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, 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: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 45.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 76S24490007, Location: 6 M NE OF WINFIELD (Lat: 36.566750, Lng: -84.364133), Route carried "on" structure: County highway 1240, Year Built: 1986, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 368 (year 2041), Design Load: HS 20, Features Intersected: GUM FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76S24490007, Location: 6 M NE OF WINFIELD (Lat: 36.566750, Lng: -84.364133), Route carried "on" structure: County highway 1240, Year Built: 1986, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 368 (year 2041), Design Load: HS 20, Features Intersected: GUM FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76SR0290021, Location: 4.4 MI NE JCT SR297 (Lat: 36.538050, Lng: -84.465033), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,081 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 16,130 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.259, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.75m (25.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,576,000, Roadway Improvement Cost: $258,000, Total Project Cost: $3,865,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 76SR0290021, Location: 4.4 MI NE JCT SR297 (Lat: 36.538050, Lng: -84.465033), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,081 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 16,130 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.259, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.75m (25.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,576,000, Roadway Improvement Cost: $258,000, Total Project Cost: $3,865,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 76SR0290023, Location: 2.3 MI S TN-KY ST LI (Lat: 36.565867, Lng: -84.448533), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,090 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,144 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.928, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $974,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,462,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 76SR0290023, Location: 2.3 MI S TN-KY ST LI (Lat: 36.565867, Lng: -84.448533), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,090 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,144 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.928, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $974,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,462,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 76SR0290025, Location: 1.3 MI S TN-KY ST LI (Lat: 36.578600, Lng: -84.440467), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 5,090 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,144 (year 2041), Design Load: HS 20, Features Intersected: ROARING PAUNCH CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.505, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.29m (20.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,669,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,504,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 76SR0290025, Location: 1.3 MI S TN-KY ST LI (Lat: 36.578600, Lng: -84.440467), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 5,090 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,144 (year 2041), Design Load: HS 20, Features Intersected: ROARING PAUNCH CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.505, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.6 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: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.29m (20.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,669,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,504,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 76SR0290027, Location: .4 MI S TN-KY ST LI (Lat: 36.590900, Lng: -84.438983), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,090 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,144 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $23,000, Total Project Cost: $337,000 ( Estimate for 2021)
Structure Number: 76SR0290027, Location: .4 MI S TN-KY ST LI (Lat: 36.590900, Lng: -84.438983), Route carried "on" structure: US 27, Year Built: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,090 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,144 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $23,000, Total Project Cost: $337,000 ( Estimate for 2021)
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Structure Number: 760A0640001, Location: W OF US27-N OF WINFIELD (Lat: 36.566500, Lng: -84.449783), Route carried "under" structure: County highway 109, Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 280 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 7.63m (25.03ft), Kilometerpoint: 0.832, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 760A0640001, Location: W OF US27-N OF WINFIELD (Lat: 36.566500, Lng: -84.449783), Route carried "under" structure: County highway 109, Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 280 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 7.63m (25.03ft), Kilometerpoint: 0.832, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)