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

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Structure Number: 47SR0620005,  Location: .5 M W OF BALL DR (Lat: 35.988217,  Lng: -84.049817),  Route carried "on" structure: State highway 62,  Year Built: 1945,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 17,259 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,614 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 47SR0620007,  Location: 1.8 M E OF I75 (Lat: 35.975317,  Lng: -84.006483),  Route carried "on" structure: State highway 62,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 28,629 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,806 (year 2042),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.532,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 47SR0620009,  Location: 1.5 M E OF I75 (Lat: 35.975233,  Lng: -84.002750),  Route carried "on" structure: State highway 62,  Year Built: 1945,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 28,629 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,806 (year 2042),  Design Load: H 15,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 47SR0620013,  Location: IN KNOX. S. OF I-40 (Lat: 35.964733,  Lng: -83.931033),  Route carried "on" structure: State highway 62,  Year Built: 1994,  Status: Open,  Structure Length: 24.50m (80.38ft),  Average Daily Traffic: 13,893 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,229 (year 2042),  Design Load: HS 20,  Features Intersected: WESTERN AVE / 2 RTS & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.911,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.6m (74.1ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR0620015,  Location: 1.4 M W OF I75 (Lat: 35.964383,  Lng: -83.926950),  Route carried "on" structure: State highway 62,  Year Built: 1994,  Status: Posted for load,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 13,893 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,229 (year 2042),  Design Load: HS 20,  Features Intersected: SOU RWY SECOND CR & E571
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.297,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.8 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: 24.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.46m (37.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $874,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,312,000 ( 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: 47SR0620023,  Location: 1 MI FROM MISS AVE (Lat: 35.970350,  Lng: -83.955550),  Route carried "on" structure: State highway 62,  Year Built: 1985,  Status: Closed,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 15,638 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,552 (year 2039),  Design Load: HS 20,  Features Intersected: EAST FORK THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.513,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.84m (2.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $674,000 ( Estimate for 2019)

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Structure Number: 47SR0620025,  Location: 1 MI FROM MISS AVE (Lat: 35.975556,  Lng: -83.961117),  Route carried "on" structure: State highway SR062,  Year Built: 2019,  Status: Open,  Structure Length: 19.11m (62.70ft),  Average Daily Traffic: 15,638 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,021 (year 2042),  Design Load: HL 93,  Features Intersected: EAST FORK RR & THIRD CRK,  Facility Carried by Structure: SR 62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.853,  Lanes on structure: 70,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 47SR0710001,  Location: .7 M NW OF SR168 (Lat: 35.903300,  Lng: -83.828200),  Route carried "on" structure: US 441,  Year Built: 1933,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 33,958 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,333 (year 2042),  Design Load: H 15,  Features Intersected: BURNETT CREEK,  Facility Carried by Structure: FAP 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.830,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $214,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $322,000 ( Estimate for 2022)

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Structure Number: 47SR0710005,  Location: 5 MI.SE.TENNESSEE RIVER (Lat: 35.907467,  Lng: -83.840250),  Route carried "on" structure: State highway 168,  Year Built: 1974,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 20,749 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,224 (year 2040),  Design Load: HS 20,  Features Intersected: SR71 / CHAPMAN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.767,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR0710019,  Location: EAST KNOXVILLE (Lat: 35.963083,  Lng: -83.913667),  Route carried "on" structure: Ramp State highway 71,  Year Built: 1999,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,984 (year 2042),  Design Load: HS 20,  Features Intersected: RMP J WHITE PKWY/NEYLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 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: 49.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 47SR0710021,  Location: EAST KNOXVILLE (Lat: 35.963800,  Lng: -83.912433),  Route carried "on" structure: Ramp State highway SR634,  Year Built: 1999,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,984 (year 2042),  Design Load: HS 20,  Features Intersected: J WHITE RMP / J WHITE,  Facility Carried by Structure: FAP 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.8m (114.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR0710023,  Location: EAST KNOXVILLE (Lat: 35.963700,  Lng: -83.911417),  Route carried "on" structure: City street 470,  Year Built: 1999,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 12,902 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,643 (year 2042),  Design Load: HS 20,  Features Intersected: HALL FAME DR / J WHITE,  Facility Carried by Structure: NFA C915
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.807,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.8m (78.1ft)

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: High priority of replacement,  Underclear: Better than 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: 47SR0710027,  Location: DOWNTOWN KNOXVILLE (Lat: 35.965767,  Lng: -83.906717),  Route carried "on" structure: City street 129,  Year Built: 1997,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 7,475 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,144 (year 2040),  Design Load: HS 20,  Features Intersected: EAST HILL AVE / SR71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.484,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 1 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: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 47SR0710029,  Location: JAMES WHITE PARKWAY (Lat: 35.965417,  Lng: -83.900683),  Route carried "on" structure: State highway SR634,  Year Built: 1999,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 12,490 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,984 (year 2042),  Design Load: HS 20,  Features Intersected: J WHITE PKWY / RIVERSIDE,  Facility Carried by Structure: FAP 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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 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: 47SR1150001,  Location: .04 MI N. OF BLOUNT CO. L (Lat: 35.873183,  Lng: -83.959100),  Route carried "on" structure: US 129,  Year Built: 2005,  Status: Open,  Structure Length: 14.77m (48.46ft),  Average Daily Traffic: 45,552 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 72,883 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE RIVER,  Facility Carried by Structure: FAP 115 RL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 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: 47SR1150002,  Location: .4MI N OF BLOUNT CO. LINE (Lat: 35.873067,  Lng: -83.959500),  Route carried "on" structure: US 115,  Year Built: 2005,  Status: Open,  Structure Length: 14.77m (48.46ft),  Average Daily Traffic: 45,552 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 72,883 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 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: 47SR1150003,  Location: 1.4 MI N. OF BLOUNT CO. L (Lat: 35.892500,  Lng: -83.953233),  Route carried "on" structure: US 129,  Year Built: 1962,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 46,916 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,066 (year 2042),  Design Load: HS 20,  Features Intersected: KNOBS CREEK,  Facility Carried by Structure: FAP 115 RL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.95m (16.24ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $587,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1150004,  Location: 1.4 MI N. OF BLOUNT CO. L (Lat: 35.892550,  Lng: -83.953283),  Route carried "on" structure: US 129,  Year Built: 1936,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 46,916 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,066 (year 2042),  Design Load: HS 20,  Features Intersected: KNOBS CREEK,  Facility Carried by Structure: FAP 115 LL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.86m (15.94ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $451,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $677,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1150005,  Location: NEAR KNOXVILLE (Lat: 35.895567,  Lng: -83.952850),  Route carried "on" structure: US 129,  Year Built: 1964,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 46,916 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,066 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: FAP 115 347587C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $655,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1150006,  Location: IN KNOXVILLE (Lat: 35.895433,  Lng: -83.952967),  Route carried "on" structure: US 129,  Year Built: 1934,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 46,916 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,066 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: FAP 115 347587C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,301,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,952,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1150007,  Location: JUST S OF TN RIVER (Lat: 35.937450,  Lng: -83.948417),  Route carried "on" structure: City street 5647,  Year Built: 1975,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 13,953 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,325 (year 2042),  Design Load: HS 20,  Features Intersected: CHEROKEE TRAIL / ALCOA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 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: 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,  Membrane: Other

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Structure Number: 47SR1150009,  Location: IN KNOXVILLE (Lat: 35.945767,  Lng: -83.947017),  Route carried "on" structure: US 129,  Year Built: 1990,  Status: Open,  Structure Length: 35.95m (117.95ft),  Average Daily Traffic: 59,574 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,318 (year 2042),  Design Load: HS 20,  Features Intersected: SR115 /SR158&TENN. RIV.,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.562,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 17.3m (56.8ft), Horizontal Clearance: 93.8m (307.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 98.5m (323.2ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.95m (117.95ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $38,750,000,  Roadway Improvement Cost: $3,876,000,  Total Project Cost: $58,126,000 ( Estimate for 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: 47SR1150011,  Location: IN KNOXVILLE (Lat: 35.954217,  Lng: -83.943350),  Route carried "on" structure: US 129,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.74m (31.96ft),  Average Daily Traffic: 65,291 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,466 (year 2042),  Design Load: HS 20,  Features Intersected: SOU RWY&3RD CR A247,  Facility Carried by Structure: FAP 115 730558V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.672,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.5m (113.2ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.2 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: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.74m (31.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 47SR1150013,  Location: IN KNOXVILLE (Lat: 35.955817,  Lng: -83.945133),  Route carried "on" structure: US 129,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 48.11m (157.84ft),  Average Daily Traffic: 65,291 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,466 (year 2042),  Design Load: HS 20,  Features Intersected: SOU RR-CSX RR & A248,  Facility Carried by Structure: FAP 115 347575H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.898,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 40.2m (131.9ft)

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 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: 47SR1150015,  Location: 1 M NE OF SR62 (Lat: 35.960750,  Lng: -83.946417),  Route carried "on" structure: US 129,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 65,291 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 104,466 (year 2042),  Design Load: HS 20,  Features Intersected: SR115 / EUCLID AVE.,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.461,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: 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: Equal to 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR1150023,  Location: 0.9 M N OF BLOUNT CO LINE (Lat: 35.884983,  Lng: -83.953583),  Route carried "on" structure: US 129,  Year Built: 1988,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 45,552 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 72,883 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR115 / SR168,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 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: 47SR1150025,  Location: N SIDE OF I40 - SR115 EXC (Lat: 35.962300,  Lng: -83.946350),  Route carried "on" structure: US 129,  Year Built: 2001,  Status: Open,  Structure Length: 26.52m (87.01ft),  Average Daily Traffic: 65,291 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 117,648 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR115-RP 4C /UNIVERSITY,  Facility Carried by Structure: FAP 115 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.638,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.52m (87.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR1150027,  Location: 1.4 MI N. OF BLOUNT CO. L (Lat: 35.950200,  Lng: -83.943550),  Route carried "on" structure: Ramp US 129,  Year Built: 2001,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 59,574 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,318 (year 2042),  Design Load: HS 20,  Features Intersected: SR115 RMP / SR-1 RMP C,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.157,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.3 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: 45.7 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: Superior to present desirable 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47SR1150029,  Location: 1.4 MI N. OF BLOUNT CO. L (Lat: 35.950133,  Lng: -83.942250),  Route carried "on" structure: Ramp US 129,  Year Built: 2001,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 17,449 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,918 (year 2042),  Design Load: HS 20,  Features Intersected: SR158 / SR115 RAMP B,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.357,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.7 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: January 2022,  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: 47SR1310001,  Location: .3 M W OF SR33 (Lat: 36.085467,  Lng: -83.920983),  Route carried "on" structure: State highway 131,  Year Built: 1939,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,106 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,168 (year 2040),  Design Load: H 15,  Features Intersected: LAMMIE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.008,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $779,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1310003,  Location: 1.4 M NE OF SR331 (Lat: 36.116117,  Lng: -83.876050),  Route carried "on" structure: State highway 131,  Year Built: 1939,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 11,106 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,168 (year 2040),  Design Load: H 15,  Features Intersected: KERNS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.399,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Channel: Very good,  Culverts: Very good,  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 desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1310007,  Location: 1 MI NE OF I75 (Lat: 36.055567,  Lng: -83.987317),  Route carried "on" structure: State highway 131,  Year Built: 1960,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 27,153 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,928 (year 2040),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.715,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: Bituminous

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Structure Number: 47SR1310009,  Location: 1 MI NE OF I75 (Lat: 36.055567,  Lng: -83.987317),  Route carried "on" structure: State highway 131,  Year Built: 2008,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 18,447 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,992 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.592,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  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: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $301,000 ( Estimate for 2020)

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Structure Number: 47SR1310011,  Location: 1 MI NE OF I75 (Lat: 36.082217,  Lng: -83.936767),  Route carried "on" structure: State highway 131,  Year Built: 2008,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 18,447 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,992 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.364,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 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: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $301,000 ( Estimate for 2020)

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Structure Number: 47SR1310013,  Location: 1.3 M W OF I75 (Lat: 36.023772,  Lng: -84.022050),  Route carried "on" structure: State highway 131,  Year Built: 2014,  Status: Open,  Structure Length: 25.71m (84.35ft),  Average Daily Traffic: 17,479 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,184 (year 2040),  Design Load: HL 93,  Features Intersected: BEAVER CR AND NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.547,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 47SR1310015,  Location: 2.9 M SW OF SR162 (Lat: 35.966067,  Lng: -84.123150),  Route carried "on" structure: State highway 131,  Year Built: 2006,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 8,847 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,376 (year 2040),  Design Load: HS 20,  Features Intersected: MILL BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.079,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1580001,  Location: 1.6 M NE OF SR33 (Lat: 35.943117,  Lng: -83.935917),  Route carried "on" structure: State highway 1,  Year Built: 1952,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 5.23m (17.16ft),  Average Daily Traffic: 17,449 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,918 (year 2042),  Design Load: H 15,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.322,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 47SR1580005,  Location: .4 M NE OF SR33 (Lat: 35.955583,  Lng: -83.921983),  Route carried "on" structure: State highway 1,  Year Built: 1950,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 12,902 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,643 (year 2042),  Design Load: HS 20,  Features Intersected: SECOND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.415,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 47SR1580009,  Location: IN KNOXVILLE (Lat: 35.946267,  Lng: -83.925983),  Route carried "on" structure: Federal lands road 158,  Year Built: 1973,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 17,449 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,918 (year 2042),  Design Load: H 20,  Features Intersected: FT LOUDON LK BACKWATERS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable 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: Bituminous