Bridge Statistics for Knoxville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 47I00400067,  Location: DOWNTOWN KNOXVILLE (Lat: 35.979033,  Lng: -83.918050),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2007,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 80,617 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 160,960 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / GILL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.672,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.1m (161.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 49.1m (161.1ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400068,  Location: DOWNTOWN KNOXVILLE (Lat: 35.979017,  Lng: -83.918767),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 2007,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 80,617 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 160,976 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB-RMP / GILL AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.672,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400069,  Location: EAST OF I-40 VIADUCT (Lat: 35.982967,  Lng: -83.917233),  Route carried "on" structure: City street 5666,  Year Built: 2005,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 12,546 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,832 (year 2041),  Design Load: HS 20,  Features Intersected: HALL OF FAME DR. / 2 RTS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400071,  Location: 1 MI W JCT I40&I275 (Lat: 35.962250,  Lng: -83.943150),  Route carried "on" structure: Ramp US 129,  Year Built: 1981,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 65,291 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,552 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR115-EB RMP/I40&21ST.,  Facility Carried by Structure: FAP 115 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.590,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400075,  Location: 1.1 M SW OF WASHINGTON ST (Lat: 35.984217,  Lng: -83.914917),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 84,488 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 162,176 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / NORTH 6TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.734,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.9m (157.2ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 50.3m (165.0ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400077,  Location: .4 M NE OF PRATT ST (Lat: 35.984600,  Lng: -83.913583),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 11.01m (36.12ft),  Average Daily Traffic: 84,488 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 162,176 (year 2041),  Design Load: HS 20,  Features Intersected: I40 /SOU RR& MITCHELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.863,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.4m (185.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.3m (132.2ft),  Curb-To-Curb Width: 65.1m (213.6ft),  Out-to-Out Width: 66.3m (217.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 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: 41.5 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 47I00400079,  Location: .9 M NE OF DODSON AVE (Lat: 35.986667,  Lng: -83.906667),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 76,743 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 146,464 (year 2041),  Design Load: HS 20,  Features Intersected: BORUFF ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.458,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 17.2 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 47I00400081,  Location: IN KNOXVILLE CITY LIMITS (Lat: 35.990000,  Lng: -83.900000),  Route carried "on" structure: Interstate 40,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 76,743 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 146,464 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / CHERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.279,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.4m (142.4ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.5 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 47I00400083,  Location: 1.6 MI SW JCT I40&I640 (Lat: 36.002467,  Lng: -83.884733),  Route carried "on" structure: Interstate 40,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 76,743 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 146,464 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / PROSSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.130,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 35 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 47I00400085,  Location: IN KNOXVILLE (Lat: 36.007067,  Lng: -83.874200),  Route carried "on" structure: Interstate 40,  Year Built: 1968,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 68,433 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 127,808 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / RUTLEDGE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.208,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400087,  Location: .5 M SE OF NASH RD (Lat: 36.010000,  Lng: -83.867369),  Route carried "on" structure: County highway 453,  Year Built: 1982,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 760 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,216 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING HILL ROAD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: December 2020,  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: 47I00400089,  Location: .6 M SE OF CAYUGA DR (Lat: 36.012800,  Lng: -83.854833),  Route carried "on" structure: Interstate 40,  Year Built: 1982,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 96,040 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 170,192 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / CHILHOWEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.155,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.0m (154.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 47.0m (154.2ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,223,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400091,  Location: .7 M SE OF SR9 (Lat: 36.010000,  Lng: -83.843333),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 96,040 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 170,192 (year 2041),  Design Load: HS 20,  Features Intersected: LOVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.234,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $446,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $670,000 ( Estimate for 2021)

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Structure Number: 47I00400093,  Location: 1.4 M SE OF HOLSTON DR (Lat: 36.010533,  Lng: -83.842067),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 74,140 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 120,656 (year 2040),  Design Load: HS 20,  Features Intersected: I40 / ASHEVILLE HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.330,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 54.0 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,857,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $4,286,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400095,  Location: 1.4 M NW OF SR9 (Lat: 36.008650,  Lng: -83.838467),  Route carried "on" structure: Interstate 40,  Year Built: 1968,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 74,140 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 120,656 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / HOLSTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.733,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400097,  Location: 2.4 M NW OF SR9 (Lat: 36.007150,  Lng: -83.834600),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 74,140 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 120,656 (year 2041),  Design Load: HS 20,  Features Intersected: LOVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.151,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $506,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $760,000 ( Estimate for 2021)

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Structure Number: 47I00400099,  Location: 2.4 M SE OF HAMMER RD (Lat: 36.007933,  Lng: -83.828350),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 36.39m (119.39ft),  Average Daily Traffic: 74,140 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 118,624 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / HOLSTON R. &SR 168
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.698,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.2m (36.7ft), Horizontal Clearance: 72.5m (237.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 20.7 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: 15.9 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.39m (119.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,145,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $7,718,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400101,  Location: .9 M SE OF CANABA LANE (Lat: 36.006683,  Lng: -83.805667),  Route carried "on" structure: County highway 668,  Year Built: 1975,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 320 (year 2041),  Design Load: H 20,  Features Intersected: OGLESBY ROAD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.5 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: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400103,  Location: 1.4 M NW OF SR9 (Lat: 36.004150,  Lng: -83.788150),  Route carried "on" structure: County highway 670,  Year Built: 1975,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 480 (year 2041),  Design Load: HS 20,  Features Intersected: UNION SCHOOL ROAD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.652,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: 33.7 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: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400105,  Location: 1.2 M N OF SR9 (Lat: 36.002683,  Lng: -83.775850),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 72,058 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 112,768 (year 2041),  Design Load: HS 20,  Features Intersected: I40-RL/STRAWBERRY PLAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.542,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400106,  Location: 1.2 M N OF SR9 (Lat: 36.002983,  Lng: -83.775617),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 72,058 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 112,768 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40-LL/STRAWBERRY PLAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.542,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400107,  Location: .6 M SE OF MCMILLAN RD (Lat: 36.003617,  Lng: -83.766967),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 72,058 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 112,768 (year 2041),  Design Load: HS 20,  Features Intersected: I40-RL/HUCKLEBERY SPG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.347,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400108,  Location: .6 M SE OF MCMILLAN RD (Lat: 36.004000,  Lng: -83.767033),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 72,058 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 112,768 (year 2041),  Design Load: HS 20,  Features Intersected: I40-LL/HUCKLEBERY SPG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.347,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 33.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400109,  Location: E OF STRAWBERRY PLNS EXIT (Lat: 36.004733,  Lng: -83.750117),  Route carried "on" structure: County highway 680,  Year Built: 1975,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 320 (year 2041),  Design Load: HS 20,  Features Intersected: MCMILLAND ROAD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400111,  Location: 1.3 M NE OF THORN GROVE (Lat: 35.997517,  Lng: -83.722900),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 72,058 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 112,768 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB / COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.499,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400112,  Location: 1.3 M NE OF THORN GROVE (Lat: 35.997767,  Lng: -83.722517),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 72,058 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 112,768 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB / COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.499,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 39.5 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400113,  Location: .5 M NE OF THORN GROVE (Lat: 35.996350,  Lng: -83.710500),  Route carried "on" structure: County highway 1260,  Year Built: 1973,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 1,102 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,808 (year 2041),  Design Load: HS 20,  Features Intersected: THORNGROVE ROAD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.974,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400115,  Location: 1 M NW FRANK MERRITT LN (Lat: 35.996483,  Lng: -83.699883),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 70,478 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 112,765 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40-RL / MIDWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.575,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 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: 26.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400116,  Location: 1 M NW FRANK MERRITT LN (Lat: 35.996733,  Lng: -83.699917),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 70,478 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 112,765 (year 2041),  Design Load: HS 20,  Features Intersected: I40-LL / MIDWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.575,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 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: 26.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400119,  Location: 3.5 M E OF JEFFERSON CL (Lat: 35.995017,  Lng: -83.681100),  Route carried "on" structure: Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 70,478 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 107,728 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB / SMITH SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.281,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I0040012,  Location: 3.5 M E OF JEFFERSON CL (Lat: 35.995533,  Lng: -83.681233),  Route carried "on" structure: Interstate 40,  Year Built: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 70,478 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 112,765 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB / SMITH SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.281,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 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: 25.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47I00400121,  Location: 5.56 MI FROM CO LINE (Lat: 35.905000,  Lng: -84.148333),  Route carried "on" structure: Interstate 40,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 87,803 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 200,592 (year 2040),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.948,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $719,000 ( Estimate for 2020)

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Structure Number: 47I00400123,  Location: I-40 & I-640 JCT. (Lat: 36.013383,  Lng: -83.859500),  Route carried "on" structure: Interstate 40,  Year Built: 1982,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 68,433 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 127,808 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / I640 RMP TO I40-EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.721,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 47I00400125,  Location: IN KNOXVILLE (Lat: 35.963500,  Lng: -83.943417),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,176 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB-RMP / 2 RTS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.840,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400127,  Location: IN KNOXVILLE (Lat: 35.962467,  Lng: -83.943017),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1981,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,552 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB RMP / 21ST. ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.872,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.34m (14.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $674,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,012,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400129,  Location: AT I-275 JCT. (Lat: 35.971400,  Lng: -83.930367),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1981,  Status: Open,  Structure Length: 9.10m (29.86ft),  Average Daily Traffic: 104,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,384 (year 2041),  Design Load: HS 20,  Features Intersected: I40-WB-RMP / 5TH. AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.417,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400135,  Location: AT I-40 & I-640 JCT. (Lat: 36.011667,  Lng: -83.861667),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1982,  Status: Open,  Structure Length: 37.64m (123.49ft),  Average Daily Traffic: 68,433 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 127,808 (year 2041),  Design Load: HS 20,  Features Intersected: I40-EB-FLYOVER / 3 RTS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.560,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 70.3 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: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47I00400137,  Location: IN KNOX. (Lat: 35.964067,  Lng: -83.944817),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1980,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,400 (year 2041),  Design Load: HS 20,  Features Intersected: I-40-WB RMP/UNIVERSITY A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.485,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47I00400143,  Location: IN KNOXVILLE (Lat: 35.969250,  Lng: -83.926083),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1982,  Status: Open,  Structure Length: 48.34m (158.60ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,384 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I275-SB TO I40EB / 7 RTS
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 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: 39.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete