Bridge Statistics for Clinton, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 51920-1929
- 41930-1939
- 101940-1949
- 41950-1959
- 161960-1969
- 141970-1979
- 91980-1989
- 31990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 36.4%Good
- 48.5%Satisfactory
- 12.1%Fair
- 3.0%Poor
- Bridge Condition - Superstructure
- 9.1%Very good
- 30.3%Good
- 42.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 39.4%Good
- 36.4%Satisfactory
- 21.2%Fair
- 3.0%Poor
- Bridge Condition - Channel
- 12.8%Very good
- 41.0%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Culverts
- 31.6%Good
- 63.2%Satisfactory
- 5.3%Fair
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Structure Number: 10A0520001, Location: 2.7 M E OF LAUREL GROVE (Lat: 36.112883, Lng: -84.184567), Route carried "on" structure: County highway 52, Year Built: 1914, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 660 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,056 (year 2042), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.33m (10.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $670,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,006,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10A0520001, Location: 2.7 M E OF LAUREL GROVE (Lat: 36.112883, Lng: -84.184567), Route carried "on" structure: County highway 52, Year Built: 1914, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 660 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,056 (year 2042), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.33m (10.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $670,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,006,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 10A0670003, Location: 2.7 M W OF I75-SR61 JCT. (Lat: 36.171967, Lng: -84.129433), Route carried "on" structure: County highway 67, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: H 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 10A0670003, Location: 2.7 M W OF I75-SR61 JCT. (Lat: 36.171967, Lng: -84.129433), Route carried "on" structure: County highway 67, Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: H 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 10A1360001, Location: 1.5 M S OF I75-SR61 JCT. (Lat: 36.146217, Lng: -84.076317), Route carried "on" structure: County highway 136, Year Built: 1931, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,820 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,912 (year 2041), Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $33,000, Total Project Cost: $482,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A1360001, Location: 1.5 M S OF I75-SR61 JCT. (Lat: 36.146217, Lng: -84.076317), Route carried "on" structure: County highway 136, Year Built: 1931, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,820 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,912 (year 2041), Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $33,000, Total Project Cost: $482,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A1360003, Location: 1 M S OF SR61-I75 JCT. (Lat: 36.153367, Lng: -84.075133), Route carried "on" structure: County highway 136, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,820 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,912 (year 2041), Design Load: HS 20+Mod, Features Intersected: JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A1360003, Location: 1 M S OF SR61-I75 JCT. (Lat: 36.153367, Lng: -84.075133), Route carried "on" structure: County highway 136, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,820 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,912 (year 2041), Design Load: HS 20+Mod, Features Intersected: JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A1380001, Location: JUST S OF SR61-I75 EXIT (Lat: 36.160400, Lng: -84.080017), Route carried "on" structure: County highway 138, Year Built: 1988, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 2,380 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 3,808 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.723, Lanes on structure: 2, Owner: County 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: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 10A1380001, Location: JUST S OF SR61-I75 EXIT (Lat: 36.160400, Lng: -84.080017), Route carried "on" structure: County highway 138, Year Built: 1988, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 2,380 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 3,808 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.723, Lanes on structure: 2, Owner: County 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: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 10A1380003, Location: 1.2 M SE OF I75-SR61 JCT (Lat: 36.155733, Lng: -84.070283), Route carried "on" structure: County highway 138, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 990 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,584 (year 2041), Features Intersected: JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.798, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 10A1380003, Location: 1.2 M SE OF I75-SR61 JCT (Lat: 36.155733, Lng: -84.070283), Route carried "on" structure: County highway 138, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 990 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,584 (year 2041), Features Intersected: JOHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.798, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 10A1390001, Location: 0.5 M E OF I75-SR61 JCT. (Lat: 36.167883, Lng: -84.072483), Route carried "on" structure: County highway 139, Year Built: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A1390001, Location: 0.5 M E OF I75-SR61 JCT. (Lat: 36.167883, Lng: -84.072483), Route carried "on" structure: County highway 139, Year Built: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A1410001, Location: 1.7 M S OF SR61-I75 JCT (Lat: 36.148200, Lng: -84.064217), Route carried "on" structure: County highway 141, Year Built: 1987, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2041), Design Load: HS 20, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.410, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A1410001, Location: 1.7 M S OF SR61-I75 JCT (Lat: 36.148200, Lng: -84.064217), Route carried "on" structure: County highway 141, Year Built: 1987, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2041), Design Load: HS 20, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.410, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A1430001, Location: 3 M NE OF CLINTON (Lat: 36.118300, Lng: -84.083633), Route carried "on" structure: County highway 143, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 270 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 432 (year 2041), Design Load: H 15, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $146,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A1430001, Location: 3 M NE OF CLINTON (Lat: 36.118300, Lng: -84.083633), Route carried "on" structure: County highway 143, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 270 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 432 (year 2041), Design Load: H 15, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $146,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A1450001, Location: W OFF I75-.8 M N OF CO LI (Lat: 36.125383, Lng: -84.036167), Route carried "on" structure: County highway 145, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,380 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,208 (year 2041), Features Intersected: ANDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 10A1450001, Location: W OFF I75-.8 M N OF CO LI (Lat: 36.125383, Lng: -84.036167), Route carried "on" structure: County highway 145, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,380 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,208 (year 2041), Features Intersected: ANDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 10A1940001, Location: 1.8 M E OF US25W-SR61 JCT (Lat: 36.080767, Lng: -84.110150), Route carried "on" structure: County highway 516, Year Built: 2010, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DISMAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Very good, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A1940001, Location: 1.8 M E OF US25W-SR61 JCT (Lat: 36.080767, Lng: -84.110150), Route carried "on" structure: County highway 516, Year Built: 2010, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DISMAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Very good, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 10A1940003, Location: 2 M E OF US25W-SR61 JCT (Lat: 36.079250, Lng: -84.108667), Route carried "on" structure: County highway 516, Year Built: 2010, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DISMAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.11m (3.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $19,000, Total Project Cost: $275,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A1940003, Location: 2 M E OF US25W-SR61 JCT (Lat: 36.079250, Lng: -84.108667), Route carried "on" structure: County highway 516, Year Built: 2010, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 300 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DISMAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.11m (3.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $19,000, Total Project Cost: $275,000 ( Estimate for 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: 10A2100001, Location: .5 M NE OF US25W-SR61 JCT (Lat: 36.098267, Lng: -84.126967), Route carried "on" structure: City street 521, Year Built: 1990, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,336 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 3,738 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,637,000, Roadway Improvement Cost: $164,000, Total Project Cost: $2,456,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A2100001, Location: .5 M NE OF US25W-SR61 JCT (Lat: 36.098267, Lng: -84.126967), Route carried "on" structure: City street 521, Year Built: 1990, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,336 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 3,738 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,637,000, Roadway Improvement Cost: $164,000, Total Project Cost: $2,456,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A2760001, Location: N OFF US25W NEAR KNOX CO. (Lat: 36.033150, Lng: -84.096667), Route carried "on" structure: County highway 276, Year Built: 1940, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 210 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 336 (year 2041), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.87m (29.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,419,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A2760001, Location: N OFF US25W NEAR KNOX CO. (Lat: 36.033150, Lng: -84.096667), Route carried "on" structure: County highway 276, Year Built: 1940, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 210 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 336 (year 2041), Features Intersected: BULL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.87m (29.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,419,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A3030001, Location: S OF US25W-2 M W OF KNOX (Lat: 36.034717, Lng: -84.104000), Route carried "on" structure: County highway 303, Year Built: 1984, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 560 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 896 (year 2041), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A3030001, Location: S OF US25W-2 M W OF KNOX (Lat: 36.034717, Lng: -84.104000), Route carried "on" structure: County highway 303, Year Built: 1984, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 560 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 896 (year 2041), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A5150001, Location: S OFF I75-2 M N OF KNOX C (Lat: 36.140900, Lng: -84.050900), Route carried "on" structure: County highway 515, Year Built: 1935, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 830 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,328 (year 2041), Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.491, Lanes on structure: 1, 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: 11.0m (36.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $18,000, Total Project Cost: $256,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A5150001, Location: S OFF I75-2 M N OF KNOX C (Lat: 36.140900, Lng: -84.050900), Route carried "on" structure: County highway 515, Year Built: 1935, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 830 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,328 (year 2041), Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.491, Lanes on structure: 1, 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: 11.0m (36.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $18,000, Total Project Cost: $256,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10B2350001, Location: 1.5 M NW OF SR61-SR95 JCT (Lat: 36.156483, Lng: -84.084267), Route carried "on" structure: City street 235, Year Built: 2001, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,968 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10B2350001, Location: 1.5 M NW OF SR61-SR95 JCT (Lat: 36.156483, Lng: -84.084267), Route carried "on" structure: City street 235, Year Built: 2001, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,968 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 10B2350003, Location: 1.5 M NW OF SR61-SR95 JCT (Lat: 36.151967, Lng: -84.080983), Route carried "on" structure: City street 235, Year Built: 2001, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 1,230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,968 (year 2041), Design Load: HS 20, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.297, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10B2350003, Location: 1.5 M NW OF SR61-SR95 JCT (Lat: 36.151967, Lng: -84.080983), Route carried "on" structure: City street 235, Year Built: 2001, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 1,230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,968 (year 2041), Design Load: HS 20, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.297, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 1F00050001, Location: 3 M E OF SR116-SR330 JCT. (Lat: 36.109767, Lng: -84.186267), Route carried "on" structure: County highway 1270, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 374 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 598 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.502, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.1 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1F00050001, Location: 3 M E OF SR116-SR330 JCT. (Lat: 36.109767, Lng: -84.186267), Route carried "on" structure: County highway 1270, Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 374 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 598 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.502, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.1 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1F00050003, Location: 1.7 M E OF SR116-SR330 JC (Lat: 36.110600, Lng: -84.202617), Route carried "on" structure: County highway 1270, Year Built: 1950, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 374 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 598 (year 2041), Design Load: H 15, Features Intersected: SULPHUR SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.530, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.0 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: 16.8 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $9,000, Total Project Cost: $124,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1F00050003, Location: 1.7 M E OF SR116-SR330 JC (Lat: 36.110600, Lng: -84.202617), Route carried "on" structure: County highway 1270, Year Built: 1950, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 374 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 598 (year 2041), Design Load: H 15, Features Intersected: SULPHUR SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.530, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.0 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: 16.8 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $9,000, Total Project Cost: $124,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1I00750002, Location: .77 MI FROM KNOX CO LINE (Lat: 36.125944, Lng: -84.035583), Route carried "on" structure: Interstate 75, Year Built: 1969, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA 1264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 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: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.91m (19.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,364,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,047,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1I00750002, Location: .77 MI FROM KNOX CO LINE (Lat: 36.125944, Lng: -84.035583), Route carried "on" structure: Interstate 75, Year Built: 1969, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA 1264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 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: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.91m (19.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,364,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,047,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1I00750003, Location: 1.83 MI.FROM KNOX CO.LN. (Lat: 36.139150, Lng: -84.043350), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA E510
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1I00750003, Location: 1.83 MI.FROM KNOX CO.LN. (Lat: 36.139150, Lng: -84.043350), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA E510
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1I00750004, Location: 1.83 MI.FROM KNOX CO.LN. (Lat: 36.139067, Lng: -84.043483), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA 1268
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1I00750004, Location: 1.83 MI.FROM KNOX CO.LN. (Lat: 36.139067, Lng: -84.043483), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA 1268
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1I00750005, Location: 2.5 M N OF SR61 (Lat: 36.142150, Lng: -84.048550), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.3 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: 30.5 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: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1I00750005, Location: 2.5 M N OF SR61 (Lat: 36.142150, Lng: -84.048550), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.3 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: 30.5 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: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1I00750006, Location: 2.5 M N OF SR61 (Lat: 36.142033, Lng: -84.048650), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.2 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: 31.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1I00750006, Location: 2.5 M N OF SR61 (Lat: 36.142033, Lng: -84.048650), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: HINDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.2 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: 31.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1I00750007, Location: 2.5 M NE OF KNOX CO LINE (Lat: 36.144633, Lng: -84.053967), Route carried "on" structure: County highway 515, Year Built: 1969, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 830 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,328 (year 2041), Design Load: H 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1I00750007, Location: 2.5 M NE OF KNOX CO LINE (Lat: 36.144633, Lng: -84.053967), Route carried "on" structure: County highway 515, Year Built: 1969, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 830 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,328 (year 2041), Design Load: H 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1I00750009, Location: 3 M NW OF KNOX CO LINE (Lat: 36.149300, Lng: -84.062900), Route carried "on" structure: County highway 141, Year Built: 1969, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2041), Design Load: H 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.587, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1I00750009, Location: 3 M NW OF KNOX CO LINE (Lat: 36.149300, Lng: -84.062900), Route carried "on" structure: County highway 141, Year Built: 1969, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2041), Design Load: H 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.587, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1I00750011, Location: 1.0 NW OF SR61 (Lat: 36.156533, Lng: -84.069333), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: JOHNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $370,000 ( Estimate for 2021)
Structure Number: 1I00750011, Location: 1.0 NW OF SR61 (Lat: 36.156533, Lng: -84.069333), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20+Mod, Features Intersected: JOHNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $370,000 ( Estimate for 2021)
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Structure Number: 1I00750013, Location: JUST SE OF SR61-I75 EXIT (Lat: 36.158100, Lng: -84.072000), Route carried "on" structure: County highway 136, Year Built: 1969, Status: Posted for load, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,120 (year 2042), Design Load: H 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.439, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 22.7 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: 17.5 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1I00750013, Location: JUST SE OF SR61-I75 EXIT (Lat: 36.158100, Lng: -84.072000), Route carried "on" structure: County highway 136, Year Built: 1969, Status: Posted for load, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,120 (year 2042), Design Load: H 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.439, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 22.7 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: 17.5 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1I00750015, Location: .4 W OF SR61 (Lat: 36.163950, Lng: -84.078317), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.99m (3.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $506,000 ( Estimate for 2021)
Structure Number: 1I00750015, Location: .4 W OF SR61 (Lat: 36.163950, Lng: -84.078317), Route carried "on" structure: Interstate 75, Year Built: 1972, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 48,660 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 77,856 (year 2041), Design Load: HS 20, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.99m (3.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $506,000 ( Estimate for 2021)
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Structure Number: 1I00750017, Location: 1.36 MI.W.OF NORRIS (Lat: 36.164833, Lng: -84.082133), Route carried "on" structure: State highway 61, Year Built: 1971, Status: Posted for load, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 18,388 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 29,421 (year 2041), Design Load: HS 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.587, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1I00750017, Location: 1.36 MI.W.OF NORRIS (Lat: 36.164833, Lng: -84.082133), Route carried "on" structure: State highway 61, Year Built: 1971, Status: Posted for load, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 18,388 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 29,421 (year 2041), Design Load: HS 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.587, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1I00750018, Location: 2.9 M W CLINCH R. (Lat: 36.166683, Lng: -84.082250), Route carried "on" structure: State highway 61, Year Built: 1971, Status: Posted for load, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 18,388 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 29,421 (year 2042), Design Load: HS 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.587, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1I00750018, Location: 2.9 M W CLINCH R. (Lat: 36.166683, Lng: -84.082250), Route carried "on" structure: State highway 61, Year Built: 1971, Status: Posted for load, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 18,388 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 29,421 (year 2042), Design Load: HS 20, Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.587, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.9 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, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1I00750019, Location: 5.79 MI FROM KNOX CO.LN. (Lat: 36.179283, Lng: -84.092200), Route carried "on" structure: Interstate 75, Year Built: 1969, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 45,538 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 72,861 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA A115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 30.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1I00750019, Location: 5.79 MI FROM KNOX CO.LN. (Lat: 36.179283, Lng: -84.092200), Route carried "on" structure: Interstate 75, Year Built: 1969, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 45,538 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 72,861 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA A115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 30.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1I0075002, Location: 5.79 MI.FROM KNOX CO.LN. (Lat: 36.179000, Lng: -84.092317), Route carried "on" structure: Interstate 75, Year Built: 1969, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 45,538 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 72,861 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA A115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1I0075002, Location: 5.79 MI.FROM KNOX CO.LN. (Lat: 36.179000, Lng: -84.092317), Route carried "on" structure: Interstate 75, Year Built: 1969, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 45,538 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 72,861 (year 2041), Design Load: HS 20+Mod, Features Intersected: NFA A115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.7 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: 32.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1S23970001, Location: E OFF SR61-JUST N OF CLIN (Lat: 36.125150, Lng: -84.106150), Route carried "on" structure: County highway 510, Year Built: 1990, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Design Load: H 15, Features Intersected: HINDS CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.744, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1S23970001, Location: E OFF SR61-JUST N OF CLIN (Lat: 36.125150, Lng: -84.106150), Route carried "on" structure: County highway 510, Year Built: 1990, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Design Load: H 15, Features Intersected: HINDS CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.744, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1S23970003, Location: 3 M SW OF I75-SR61 JCT. (Lat: 36.128017, Lng: -84.093283), Route carried "on" structure: County highway 510, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Very good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 1S23970003, Location: 3 M SW OF I75-SR61 JCT. (Lat: 36.128017, Lng: -84.093283), Route carried "on" structure: County highway 510, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Very good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 1S23970005, Location: W OFF I75-1.8 M N OF CO L (Lat: 36.138100, Lng: -84.044867), Route carried "on" structure: County highway 510, Year Built: 1950, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Design Load: H 15, Features Intersected: ANDY CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.040, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 1S23970005, Location: W OFF I75-1.8 M N OF CO L (Lat: 36.138100, Lng: -84.044867), Route carried "on" structure: County highway 510, Year Built: 1950, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Design Load: H 15, Features Intersected: ANDY CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.040, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 1S23970007, Location: E OFF I75-1.8 M N OF CO L (Lat: 36.142233, Lng: -84.040483), Route carried "on" structure: County highway 510, Year Built: 1980, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Features Intersected: HINDS CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1S23970007, Location: E OFF I75-1.8 M N OF CO L (Lat: 36.142233, Lng: -84.040483), Route carried "on" structure: County highway 510, Year Built: 1980, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,360 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2041), Features Intersected: HINDS CREEK, Facility Carried by Structure: NFA 1268 (SA 0114)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1SR0090001, Location: 0.43 MI. FROM JCT. SH 71 (Lat: 36.222583, Lng: -84.157433), Route carried "on" structure: US 25, Year Built: 1927, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,240 (year 2041), Design Load: H 15, Features Intersected: FORK COAL CREEK, Facility Carried by Structure: FAS 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 69.3 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $14,000, Total Project Cost: $200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1SR0090001, Location: 0.43 MI. FROM JCT. SH 71 (Lat: 36.222583, Lng: -84.157433), Route carried "on" structure: US 25, Year Built: 1927, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,419 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,240 (year 2041), Design Load: H 15, Features Intersected: FORK COAL CREEK, Facility Carried by Structure: FAS 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 69.3 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $14,000, Total Project Cost: $200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1SR0090009, Location: 2 MI.N.CLINTON CITY LIMIT (Lat: 36.140167, Lng: -84.153650), Route carried "on" structure: US 25, Year Built: 1927, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 5,122 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,592 (year 2041), Design Load: HS 20, Features Intersected: BLOWING SPRINGS CREEK, Facility Carried by Structure: FAS 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 1SR0090009, Location: 2 MI.N.CLINTON CITY LIMIT (Lat: 36.140167, Lng: -84.153650), Route carried "on" structure: US 25, Year Built: 1927, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 5,122 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,592 (year 2041), Design Load: HS 20, Features Intersected: BLOWING SPRINGS CREEK, Facility Carried by Structure: FAS 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 1SR0090011, Location: 1 MI.S.CLINTON CITY LIMIT (Lat: 36.106483, Lng: -84.131500), Route carried "on" structure: US 25, Year Built: 1927, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 8,306 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,544 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAS 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $655,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1SR0090011, Location: 1 MI.S.CLINTON CITY LIMIT (Lat: 36.106483, Lng: -84.131500), Route carried "on" structure: US 25, Year Built: 1927, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 8,306 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,544 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAS 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $655,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1SR0090015, Location: 0.38 MI.S. JCT.FAS 2572 (Lat: 36.093917, Lng: -84.131450), Route carried "on" structure: US 25, Year Built: 1940, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 29.97m (98.33ft), Average Daily Traffic: 14,262 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 30,128 (year 2041), Design Load: H 15, Features Intersected: CLINCH RIVER, Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 7.63m (25.03ft), Kilometerpoint: 17.236, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 64.6m (211.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 68.5m (224.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 37.8 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, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.97m (98.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $19,151,000, Roadway Improvement Cost: $1,916,000, Total Project Cost: $28,727,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1SR0090015, Location: 0.38 MI.S. JCT.FAS 2572 (Lat: 36.093917, Lng: -84.131450), Route carried "on" structure: US 25, Year Built: 1940, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 29.97m (98.33ft), Average Daily Traffic: 14,262 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 30,128 (year 2041), Design Load: H 15, Features Intersected: CLINCH RIVER, Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 7.63m (25.03ft), Kilometerpoint: 17.236, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 64.6m (211.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 68.5m (224.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 37.8 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, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.97m (98.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $19,151,000, Roadway Improvement Cost: $1,916,000, Total Project Cost: $28,727,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous