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

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Structure Number: 47SR1580011,  Location: .5 M NW OF SR62 (Lat: 35.967831,  Lng: -83.916325),  Route carried "on" structure: State highway 158,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,490 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,840 (year 2040),  Design Load: HS 20,  Features Intersected: FIRST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 6 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: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $373,000 ( Estimate for 2020)

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Structure Number: 47SR1580013,  Location: 1.1 M N OF SR1 (Lat: 35.961750,  Lng: -83.914467),  Route carried "on" structure: City street 129,  Year Built: 1935,  Status: Open,  Structure Length: 19.23m (63.09ft),  Average Daily Traffic: 7,475 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,104 (year 2040),  Features Intersected: SR 158 & NFA A140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.23m (63.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,026,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $6,040,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1580021,  Location: 1.4 M N OF WILLOW ST (Lat: 35.968433,  Lng: -83.916750),  Route carried "on" structure: State highway 1,  Year Built: 1972,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 17,449 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,918 (year 2042),  Design Load: HS 20,  Features Intersected: FIRST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.260,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 80.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1580035,  Location: DOWNTOWN KNOXVILLE (Lat: 35.963117,  Lng: -83.915383),  Route carried "on" structure: Ramp City street 3776,  Year Built: 1973,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 2,643 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,229 (year 2042),  Design Load: H 20,  Features Intersected: FAU 3776 / S. CENTRAL AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.1 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47SR1580037,  Location: DOWNTOWN KNOXVILLE (Lat: 35.964067,  Lng: -83.915517),  Route carried "on" structure: City street 33,  Year Built: 2006,  Status: Open,  Structure Length: 17.15m (56.27ft),  Average Daily Traffic: 2,778 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,448 (year 2040),  Design Load: HS 20,  Features Intersected: W. CHURCH AVE / 5 RTS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR1580045,  Location: DOWNTOWN KNOXVILLE (Lat: 35.969056,  Lng: -83.916667),  Route carried "on" structure: City street 3788,  Year Built: 2006,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 11,115 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,816 (year 2040),  Design Load: H 20,  Features Intersected: SUMMIT HILL DR / J.WHITE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 47SR1580049,  Location: IN KNOXVILLE (Lat: 35.962167,  Lng: -83.914867),  Route carried "on" structure: Ramp City street 3776,  Year Built: 1973,  Status: Open,  Structure Length: 20.74m (68.04ft),  Average Daily Traffic: 4,153 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,645 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FAU 3776 / 2 RTS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47SR1580061,  Location: .3 M W OF SR33 (Lat: 35.981867,  Lng: -83.917533),  Route carried "on" structure: City street 5666,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 12,546 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,272 (year 2040),  Design Load: HS 20,  Features Intersected: HOF DR. / SR158 TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.764,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 59.3m (194.6ft),  Out-to-Out Width: 60.3m (197.8ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 47SR1580065,  Location: CITY OF KNOXVILLE (Lat: 35.974367,  Lng: -83.916983),  Route carried "on" structure: State highway 158,  Year Built: 2006,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 33,144 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 61,440 (year 2040),  Design Load: HS 20,  Features Intersected: J WHITE PK/OLD MAGNOLIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.5 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: 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: January 2022,  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: 47SR1620003,  Location: 1 M SW OF CONARD MILL RD (Lat: 35.964000,  Lng: -84.173233),  Route carried "on" structure: State highway 162,  Year Built: 1969,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 41,210 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,936 (year 2041),  Design Load: HS 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1620005,  Location: .7 M SW OF CARMICHAEL RD (Lat: 35.950000,  Lng: -84.157817),  Route carried "on" structure: State highway 162,  Year Built: 1969,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 56,264 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,022 (year 2041),  Design Load: HS 20,  Features Intersected: SR162-RL /HARDIN VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 28.8 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: 22.4 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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1620006,  Location: .7 M SW OF CARMICHAEL RD (Lat: 35.950133,  Lng: -84.157500),  Route carried "on" structure: State highway 162,  Year Built: 1969,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 56,264 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,022 (year 2041),  Design Load: HS 20,  Features Intersected: SR162-LL /HARDIN VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.0 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: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1620007,  Location: .4 M SW OF MERCURY DR (Lat: 35.934900,  Lng: -84.144983),  Route carried "on" structure: State highway 162,  Year Built: 1968,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 56,264 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 107,376 (year 2040),  Design Load: HS 20,  Features Intersected: SR162-NB / LOVELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.083,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 16 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1620008,  Location: .4 M SW OF MERCURY RD (Lat: 35.935083,  Lng: -84.145033),  Route carried "on" structure: State highway 162,  Year Built: 1968,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 56,264 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 107,376 (year 2040),  Design Load: HS 20,  Features Intersected: SR162-SB / LOVELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.083,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 16 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1620009,  Location: JUST S OF SR162-SR131 JCT (Lat: 35.931317,  Lng: -84.141317),  Route carried "on" structure: County highway 5941,  Year Built: 1973,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 3,286 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,184 (year 2041),  Design Load: HS 20,  Features Intersected: BOB GRAY RD. / SR 162,  Facility Carried by Structure: NFA C056
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.715,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47SR1620039,  Location: .3MI FROM JCT I40 & SR162 (Lat: 35.914750,  Lng: -84.123267),  Route carried "on" structure: State highway 162,  Year Built: 2000,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 88,026 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 124,320 (year 2040),  Design Load: HS 20,  Features Intersected: SR162/162-RP TO I40 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.077,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,592,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $3,889,000 ( Estimate for 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: 47SR1620047,  Location: OVER SR162 (Lat: 35.924733,  Lng: -84.133483),  Route carried "on" structure: County highway 4832,  Year Built: 1999,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 8,530 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,904 (year 2040),  Design Load: HS 20,  Features Intersected: FAU 4832 / SR162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.353,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 47SR1680001,  Location: JUST W OF US441-SR168 (Lat: 35.900850,  Lng: -83.856300),  Route carried "on" structure: County highway 942,  Year Built: 1973,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 780 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,248 (year 2040),  Design Load: HS 20,  Features Intersected: DICK FORD ROAD / SR 168
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.476,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 47SR1690001,  Location: JUST W OF I75-N OF I40 JC (Lat: 35.962050,  Lng: -83.975883),  Route carried "on" structure: State highway 169,  Year Built: 1978,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 15,323 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,736 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.870,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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 minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $614,000 ( Estimate for 2020)

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Structure Number: 47SR1690005,  Location: MIDDLEBROOK PK AT CITY LI (Lat: 35.946867,  Lng: -84.053833),  Route carried "on" structure: State highway 169,  Year Built: 2000,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 15,323 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,736 (year 2040),  Design Load: HS 20,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.963,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $635,000 ( Estimate for 2020)

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Structure Number: 47SR1690007,  Location: JUST S OF SR62 (Lat: 35.963583,  Lng: -83.945783),  Route carried "on" structure: Ramp City street 499,  Year Built: 2000,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 2,948 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: 21ST. STREET. / SR169
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR3320015,  Location: NEAR FT LOUDON LAKE (Lat: 35.878417,  Lng: -84.041300),  Route carried "on" structure: State highway 332,  Year Built: 1950,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 14,164 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,520 (year 2040),  Design Load: HS 20,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.953,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

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Structure Number: 47SR4500001,  Location: NEAR NEYLAND DR (Lat: 35.948867,  Lng: -83.937217),  Route carried "on" structure: State highway 450,  Year Built: 2002,  Status: Open,  Structure Length: 18.83m (61.78ft),  Average Daily Traffic: 6,859 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,928 (year 2040),  Design Load: HS 20,  Features Intersected: SOU. RR & THIRD CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 78.9m (258.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 47X00710001,  Location: S. KNOXVILLE BLVD. (Lat: 35.960967,  Lng: -83.897050),  Route carried "on" structure: State highway SR634,  Year Built: 1983,  Status: Open,  Structure Length: 57.88m (189.90ft),  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,984 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TN R-A132-SOURR-FAU1124,  Facility Carried by Structure: FAP 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 106.6m (349.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 118.9m (390.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.0 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: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 57.88m (189.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $63,960,000,  Roadway Improvement Cost: $6,397,000,  Total Project Cost: $95,941,000 ( Estimate for 2022),  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: 47000710009,  Location: SOUTH KNOXVILLE BLVD (Lat: 35.944317,  Lng: -83.896033),  Route carried "under" structure: State highway 71,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Features Intersected: MOODY AVE /S. KNOXVILLE,  Facility Carried by Structure: FAU 3781
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 47000710011,  Location: SOUTH KNOXVILLE BLVD. (Lat: 35.948883,  Lng: -83.895817),  Route carried "under" structure: State highway 71,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Features Intersected: WYNN AVE / S. KNOXVILLE,  Facility Carried by Structure: NFA A150
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 47000710013,  Location: SEVIER AVE IN KNOXVILLE (Lat: 35.952033,  Lng: -83.893700),  Route carried "under" structure: City street 157,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2022),  Truck Traffic: 2%,  Features Intersected: S. KNOXVILLE /SEVIER AVE,  Facility Carried by Structure: FAP 71
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 47000710014,  Location: SEVIER AVE IN KNOXVILLE (Lat: 35.952150,  Lng: -83.894033),  Route carried "under" structure: City street 157,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2022),  Truck Traffic: 2%,  Features Intersected: S. KNOXVILLE /SEVIER AVE,  Facility Carried by Structure: FAP 71
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.418,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 47000710015,  Location: SO KNOXVILLE BLVD (Lat: 35.957833,  Lng: -83.896900),  Route carried "under" structure: State highway SR634,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Features Intersected: SEVIER AVE /S. KNOXVILLE,  Facility Carried by Structure: NFA A157
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 47000710017,  Location: RIVERSIDE DRIVE (Lat: 35.966067,  Lng: -83.915433),  Route carried "under" structure: State highway 71,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR158 / RMP TO HILL AVE.,  Facility Carried by Structure: FAU 3781
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 47004740013,  Location: IN WEST KNOXVILLE (Lat: 35.931117,  Lng: -84.001867),  Route carried "under" structure: State highway 332,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 18,736 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOUTHERN RR / SR332,  Facility Carried by Structure: SOU RWY 730626U
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 21.903,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 47012560001,  Location: N OF KNOXVILLE (Lat: 35.992583,  Lng: -83.944533),  Route carried "under" structure: City street 1256,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 7,343 (year 2020),  Truck Traffic: 5%,  Features Intersected: SOUTHERN RR/ CENTRAL AVE,  Facility Carried by Structure: SOU RWY 730462F
Minimum Vertical Clearance: 4.02m (13.19ft),  Kilometerpoint: 2.655,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.3m (20.7ft)

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Structure Number: 47012560007,  Location: CENTRAL AVE-E OF I75 (Lat: 36.033133,  Lng: -83.997750),  Route carried "under" structure: County highway 1256,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 6,987 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOUTHERN RR / CENTRAL AV,  Facility Carried by Structure: SOU RWY 730817E
Minimum Vertical Clearance: 3.68m (12.07ft),  Kilometerpoint: 10.284,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 47012810001,  Location: EBENEZER RD-S OF US70 (Lat: 35.896350,  Lng: -84.071050),  Route carried "under" structure: City street 1281,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 21,779 (year 2020),  Truck Traffic: 4%,  Features Intersected: NOR-SOU RR / EBENEZER RD
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 2.076,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 47024160001,  Location: S OF US11 AT LOUDON CO LI (Lat: 35.840900,  Lng: -84.183983),  Route carried "under" structure: County highway 2416,  Year Built: 1916,  Structure Length: 0. m,  Average Daily Traffic: 3,621 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOU RR/BOYDS STATION RD,  Facility Carried by Structure: SOU RR 731471H
Minimum Vertical Clearance: 3.28m (10.76ft),  Kilometerpoint: 0.016,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 47037730001,  Location: E OF I275-WOOLAND AV EXIT (Lat: 35.982550,  Lng: -83.934850),  Route carried "under" structure: City street 975,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 970 (year 2022),  Truck Traffic: 2%,  Features Intersected: WOODLAND AVE/DAVANNA ST,  Facility Carried by Structure: WOODLAND AVE
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 1.281,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 47037760001,  Location: MAIN AVENUE (Lat: 35.961883,  Lng: -83.915733),  Route carried "under" structure: City street 3776,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,153 (year 2020),  Truck Traffic: 9%,  Features Intersected: PED. WALK / W. MAIN AVE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.483,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 47037890001,  Location: E OF I275-S OF SHARPS GAP (Lat: 35.993433,  Lng: -83.948900),  Route carried "under" structure: City street 3789,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 17,131 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOU. RR / HEISKELL AVE.,  Facility Carried by Structure: SOU RR
Minimum Vertical Clearance: 3.05m (10.01ft),  Kilometerpoint: 2.575,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 47056660001,  Location: WILLOW AVENUE (Lat: 35.970717,  Lng: -83.915783),  Route carried "under" structure: County highway 141,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 8,100 (year 2022),  Truck Traffic: 2%,  Features Intersected: HOF DR / WILLOW AVE.,  Facility Carried by Structure: FAP 158
Minimum Vertical Clearance: 7.63m (25.03ft),  Kilometerpoint: 0.238,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 47056660001,  Location: JACKSON AVENUE (Lat: 35.972183,  Lng: -83.915983),  Route carried "under" structure: County highway 887,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,950 (year 2022),  Truck Traffic: 2%,  Features Intersected: HOF DR / JACKSON AVE.,  Facility Carried by Structure: FAP 158
Minimum Vertical Clearance: 7.63m (25.03ft),  Kilometerpoint: 0.579,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 470A0330003,  Location: .5 MI NE OF SR 158&CHURCH (Lat: 35.966250,  Lng: -83.911167),  Route carried "under" structure: City street 33,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 2,778 (year 2020),  Truck Traffic: 3%,  Features Intersected: PED WALK / HOWARD BAKER
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 1.062,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 470A1220005,  Location: NE OF US11 - I640 JCT (Lat: 36.018183,  Lng: -83.859617),  Route carried "under" structure: City street 4175,  Year Built: 1915,  Structure Length: 0. m,  Average Daily Traffic: 4,451 (year 2020),  Truck Traffic: 3%,  Features Intersected: SOU. RR / LOVE'S CR. RD.,  Facility Carried by Structure: SOU RWY 730580H
Minimum Vertical Clearance: 2.37m (7.78ft),  Kilometerpoint: 0.032,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 470A1350001,  Location: AT WORLDS FAIR SITE (Lat: 35.961850,  Lng: -83.924483),  Route carried "under" structure: City street 18,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2022),  Truck Traffic: 2%,  Features Intersected: W CLINCH AVE/WORLD FAIR,  Facility Carried by Structure: FAU 5673
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 0.483,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 470A1530001,  Location: NEAR DOWNTOWN AIRPORT (Lat: 35.953267,  Lng: -83.879167),  Route carried "under" structure: City street 153,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 640 (year 2022),  Truck Traffic: 2%,  Features Intersected: SOU RR / GILBERT LN.,  Facility Carried by Structure: SOU RWY 730504P
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 3.829,  Lanes under structure: 1,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.2m (17.1ft)

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Structure Number: 470A1620001,  Location: BLOUNT AVE W OF SR33 (Lat: 35.942167,  Lng: -83.918300),  Route carried "under" structure: City street 5670,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 3,574 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOU RR / BLOUNT AVE.,  Facility Carried by Structure: SOU RWY 730416E
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 1.477,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.5m (18.0ft)

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Structure Number: 470A1620003,  Location: BLOUNT AVE W OFF SR 33 (Lat: 35.953250,  Lng: -83.917867),  Route carried "under" structure: City street 5670,  Year Built: 1913,  Structure Length: 0. m,  Average Daily Traffic: 3,574 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOU RR / BLOUNT AVE.,  Facility Carried by Structure: SOU RWY 730411V
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.895,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.5m (18.0ft)

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Structure Number: 470A1630001,  Location: SCOTTISH PK-W OF SR33 (Lat: 35.944617,  Lng: -83.922583),  Route carried "under" structure: City street 163,  Year Built: 1915,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: CSX RR. / SCOTTISH PK.,  Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 2.75m (9.02ft),  Kilometerpoint: 0.602,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 4.6m (15.1ft)

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Structure Number: 470A1660001,  Location: MALONEY RD- W OFF SR33 (Lat: 35.908267,  Lng: -83.940400),  Route carried "under" structure: City street 166,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 967 (year 2020),  Truck Traffic: 4%,  Features Intersected: CSX RR / MALONEY RD.,  Facility Carried by Structure: CSX RR 347584G
Minimum Vertical Clearance: 1.88m (6.17ft),  Kilometerpoint: 1.312,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 4.9m (16.1ft)

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Structure Number: 470A1860001,  Location: CITY OF KNOXVILLE (Lat: 35.955483,  Lng: -83.937983),  Route carried "under" structure: City street 186,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / WHITE AVE.
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.306,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 470A1860003,  Location: CITY OF KNOXVILLE (Lat: 35.955650,  Lng: -83.937900),  Route carried "under" structure: City street 186,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / WHITE AVE.
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.306,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 470A1930003,  Location: ON UT CAMPUS (Lat: 35.956200,  Lng: -83.927650),  Route carried "under" structure: City street 193,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / P. FULMER WAY,  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 7.63m (25.03ft),  Kilometerpoint: 0.869,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 470A1930005,  Location: CITY OF KNOXVILLE (Lat: 35.952067,  Lng: -83.925200),  Route carried "under" structure: City street 193,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / P. FULMER WAY
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 1.432,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 470A1930007,  Location: CITY OF KNOXVILLE (Lat: 35.950667,  Lng: -83.926283),  Route carried "under" structure: City street 193,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / P. FULMER WAY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.545,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 470A1980001,  Location: CITY OF KNOXVILLE (Lat: 35.957383,  Lng: -83.938217),  Route carried "under" structure: City street 198,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / LAUREL AVE.
Minimum Vertical Clearance: 7.63m (25.03ft),  Kilometerpoint: 0.467,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 470A1980003,  Location: CITY OF KNOXVILLE (Lat: 35.958033,  Lng: -83.936817),  Route carried "under" structure: City street 198,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / LAUREL AVE.
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.724,  Lanes under structure: 10,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 470A2020001,  Location: CITY OF KNOXVILLE (Lat: 35.955983,  Lng: -83.938417),  Route carried "under" structure: City street 202,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / TWENTY-FIRST
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 0.451,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 470A2030001,  Location: NEAR I40 - SR 115 JCT (Lat: 35.957083,  Lng: -83.938017),  Route carried "under" structure: City street 203,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2022),  Truck Traffic: 2%,  Features Intersected: PED WALK / TWENTIETH ST,  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 7.12m (23.36ft),  Kilometerpoint: 0.277,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 13.0m (42.7ft)

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Structure Number: 470B2160001,  Location: JUST S OF I640-SR33 JCT (Lat: 36.015217,  Lng: -83.923683),  Route carried "under" structure: City street 5648,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 8,575 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOU RR / OLD BROADWAY N.,  Facility Carried by Structure: SOU RR 730470X
Minimum Vertical Clearance: 4.53m (14.86ft),  Kilometerpoint: 2.438,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 470B3590001,  Location: FOUNTAIN RD-W OF SR33 (Lat: 36.036883,  Lng: -83.935600),  Route carried "under" structure: City street 363,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 2%,  Features Intersected: HOLBROOK DR /FOUNTAIN RD,  Facility Carried by Structure: NFA B359
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 470B4240001,  Location: EDINGTON RD-W OF SR33 (Lat: 35.927967,  Lng: -83.923467),  Route carried "under" structure: City street 5647,  Year Built: 1915,  Structure Length: 0. m,  Average Daily Traffic: 13,953 (year 2020),  Truck Traffic: 4%,  Features Intersected: CSX RR / EDINGTON RD.,  Facility Carried by Structure: CSX RR 347580E
Minimum Vertical Clearance: 2.75m (9.02ft),  Kilometerpoint: 2.942,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 4.3m (14.1ft)