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

Find on map >>   Show street view

Structure Number: 470E5020001,  Location: DRY GAP PK.-E OF I75 (Lat: 36.058700,  Lng: -83.973117),  Route carried "on" structure: County highway 5624,  Year Built: 2000,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,405 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,824 (year 2040),  Design Load: HS 15,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.203,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 470E5820001,  Location: NEAR I640-SR33 JCT (Lat: 36.014717,  Lng: -83.921817),  Route carried "on" structure: City street 5648,  Year Built: 2021,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,575 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,720 (year 2042),  Design Load: HL 93,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: NFA E975
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.231,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $434,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 470E9900001,  Location: W OF I75-S OF SR62-FRONTA (Lat: 35.967683,  Lng: -83.982633),  Route carried "on" structure: City street 5643,  Year Built: 1981,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 17,929 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,680 (year 2040),  Design Load: HS 20,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: 470E9900003,  Location: FRONTAGE RD-W OF I75 (Lat: 35.970517,  Lng: -83.982017),  Route carried "on" structure: City street 5643,  Year Built: 1981,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 17,929 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,680 (year 2041),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.707,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 470E9900004,  Location: FRONTAGE-RD-W OF I75 (Lat: 35.970617,  Lng: -83.982267),  Route carried "on" structure: City street 5643,  Year Built: 1981,  Status: Posted for load,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 17,929 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,680 (year 2041),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.707,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.19m (17.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,057,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,586,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 470F1590001,  Location: WESTBRIDGE BUS PARK RD (Lat: 35.957150,  Lng: -84.135833),  Route carried "on" structure: County highway 5900,  Year Built: 1990,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 3,999 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,880 (year 2041),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: NFA F159
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 16.9m (55.4ft)

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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 470G3810001,  Location: .6 M NE OF BEELER RD (Lat: 36.106867,  Lng: -83.873900),  Route carried "on" structure: County highway 425,  Year Built: 1999,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 220 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 352 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 470H7100001,  Location: ELMHURST WAY. (Lat: 35.945267,  Lng: -84.056350),  Route carried "on" structure: City street 710,  Year Built: 2005,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 220 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 352 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: NFA G433
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  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),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47E00040001,  Location: 2.9 M SW OF SR162 (Lat: 35.966067,  Lng: -84.123150),  Route carried "on" structure: State highway 131,  Year Built: 2010,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 8,847 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,155 (year 2042),  Design Load: HS 20,  Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.576,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.1m (49.5ft)

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

Find on map >>   Show street view

Structure Number: 47F00440001,  Location: EBENEZER RD-S OF US70 (Lat: 35.900967,  Lng: -84.073467),  Route carried "on" structure: County highway 1281,  Year Built: 1995,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 21,779 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,496 (year 2040),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.81m (2.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $479,000 ( Estimate for 2020)

Find on map >>   Show street view

Structure Number: 47I00400001,  Location: ON THE KNOX-LOUDON CO LN (Lat: 35.877883,  Lng: -84.237283),  Route carried "on" structure: County highway 1248,  Year Built: 1965,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 9,922 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,840 (year 2041),  Design Load: H 20,  Features Intersected: WATT ROAD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.824,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I00400009,  Location: 1.6 MI W JCT SR162&I40 (Lat: 35.905833,  Lng: -84.144567),  Route carried "on" structure: State highway 131,  Year Built: 2000,  Status: Open,  Structure Length: 9.10m (29.86ft),  Average Daily Traffic: 38,322 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,296 (year 2041),  Design Load: HS 20,  Features Intersected: LOVELL RD. / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400013,  Location: 1 M NW OF CEDAR BLUFF (Lat: 35.917833,  Lng: -84.091033),  Route carried "on" structure: Interstate 40,  Year Built: 1993,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 152,641 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 330,496 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / CEDAR BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.307,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 50.6m (166.0ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,037,000,  Roadway Improvement Cost: $604,000,  Total Project Cost: $9,056,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400015,  Location: 2 M S OF SOU RR (Lat: 35.921017,  Lng: -84.076617),  Route carried "on" structure: Interstate 40,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 152,641 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 330,496 (year 2041),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.611,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 50.4m (165.4ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,096,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $3,145,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400017,  Location: WESTTOWN AREA OF KNOXVILL (Lat: 35.923217,  Lng: -84.065467),  Route carried "on" structure: City street 3778,  Year Built: 1998,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,293 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,280 (year 2041),  Design Load: HS 20,  Features Intersected: WALKER SPRGS RD / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400019,  Location: 1 M SE OF SR1 (Lat: 35.927683,  Lng: -84.045517),  Route carried "on" structure: City street 398,  Year Built: 2004,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 5,981 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,128 (year 2041),  Design Load: HS 20,  Features Intersected: N. WINSTON RD. / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.1m (154.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.4 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,820,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $4,231,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400021,  Location: .8 M SE OF SR1 (Lat: 35.929133,  Lng: -84.039317),  Route carried "on" structure: Interstate 40,  Year Built: 1959,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / OLD WEST HILLS I/C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.119,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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,  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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400023,  Location: .4 M SE OF SR1 (Lat: 35.929683,  Lng: -84.037467),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40 / BUCKINGHAM RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.377,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,453,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $3,680,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400025,  Location: .2 M N OF DORCHESTER DR (Lat: 35.932800,  Lng: -84.022950),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / WESLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.680,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.52m (11.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,655,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $2,483,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400027,  Location: NORTH OF I40 (Lat: 35.936667,  Lng: -84.010000),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20,  Features Intersected: FOURTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $479,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $719,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 47I00400029,  Location: 3.5 M S OF SR1 (Lat: 35.937750,  Lng: -84.009367),  Route carried "on" structure: Interstate 40,  Year Built: 2005,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 171,281 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 338,384 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / WEISGARBER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  Lanes on structure: 9,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400031,  Location: 1 M S OF PINELLAS DRIVE (Lat: 35.941583,  Lng: -84.002083),  Route carried "on" structure: Interstate 40,  Year Built: 2006,  Status: Open,  Structure Length: 10.87m (35.66ft),  Average Daily Traffic: 170,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 344,352 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / PAPERMILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.821,  Lanes on structure: 9,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 46.6m (152.9ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400035,  Location: 1.2 M NE OF CROSBY DRIVE (Lat: 35.950867,  Lng: -83.982400),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 170,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 344,352 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / HOLLYWOOD DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.897,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I00400037,  Location: AT I-40 & I-75 JCT (Lat: 35.955683,  Lng: -83.973050),  Route carried "on" structure: Interstate 40,  Year Built: 1981,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 170,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 344,352 (year 2041),  Design Load: HS 20,  Features Intersected: I40/I40-EB RMP TO I75 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.911,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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: Somewhat better than minimum adequacy,  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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400039,  Location: 4 M SW OF I75 (Lat: 35.955000,  Lng: -83.971667),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 170,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 344,352 (year 2041),  Design Load: HS 20,  Features Intersected: THIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.071,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.4m (129.3ft),  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: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $736,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 47I00400041,  Location: AT I-40 & I-75 JCT. (Lat: 35.957417,  Lng: -83.969467),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1981,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 86,616 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,264 (year 2041),  Design Load: HS 20,  Features Intersected: I75-SB-RMP TO I40-EB/I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.2 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: 48.3 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I00400043,  Location: .3 M NE OF MORRIS AVE (Lat: 35.959350,  Lng: -83.965567),  Route carried "on" structure: City street 5649,  Year Built: 1981,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 12,576 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,488 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LIBERTY ST. / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.57m (24.84ft),  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 47I00400045,  Location: .6 M NE OF WESTVIEW AVE (Lat: 35.961667,  Lng: -83.953333),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 21.18m (69.49ft),  Average Daily Traffic: 121,876 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 195,002 (year 2041),  Design Load: HS 20,  Features Intersected: I40/MIDDLEBROOK PK.& RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.858,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 63.3m (207.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 63.3m (207.7ft),  Out-to-Out Width: 65.0m (213.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 50.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 47I00400047,  Location: 1.3 M NE OF AILOR AVE (Lat: 35.963517,  Lng: -83.947517),  Route carried "on" structure: Interstate 40,  Year Built: 2000,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 121,876 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 235,872 (year 2041),  Design Load: HS 20,  Features Intersected: I40&I40 EB RMP/I40 RMPS
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 28.437,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 44.1m (144.7ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400049,  Location: DOWNTOWN KNOXVILLE (Lat: 35.963233,  Lng: -83.946283),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 14.04m (46.06ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,664 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / UNIVERSITY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.534,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I00400051,  Location: IN KNOXVILLE (Lat: 35.962583,  Lng: -83.942967),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,664 (year 2041),  Design Load: HS 20,  Features Intersected: I40 / 21ST. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.856,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.34m (14.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,532,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $3,799,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I00400053,  Location: IN KNOXVILLE (Lat: 35.963800,  Lng: -83.936567),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,664 (year 2040),  Design Load: HS 20,  Features Intersected: I40-RL / 17TH. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.451,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 47I00400054,  Location: IN KNOXVILLE (Lat: 35.964317,  Lng: -83.936717),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 122,095 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 259,664 (year 2041),  Design Load: HS 20,  Features Intersected: I40-LL / 17TH. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.451,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,935,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,903,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 47I00400055,  Location: LOCATED AT JCT SR62&I40 (Lat: 35.965600,  Lng: -83.933450),  Route carried "on" structure: State highway 62,  Year Built: 1981,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 13,893 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,816 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WESTERN AVE. / I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.685,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  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: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400057,  Location: AT I-275 JCT. (Lat: 35.969817,  Lng: -83.928333),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1982,  Status: Open,  Structure Length: 12.46m (40.88ft),  Average Daily Traffic: 104,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,384 (year 2041),  Design Load: HS 20,  Features Intersected: I40WB-RMP/BLACKSTOCK-RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.352,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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

Find on map >>   Show street view

Structure Number: 47I00400059,  Location: IN KNOXVILLE (Lat: 35.967183,  Lng: -83.929883),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1982,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,544 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I40-EB RMP TO I275/2 RTS
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 71.3m (233.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400061,  Location: DOWNTOWN KNOXVILLE (Lat: 35.968817,  Lng: -83.927700),  Route carried "on" structure: Interstate 40,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 82.87m (271.88ft),  Average Daily Traffic: 104,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 160,976 (year 2041),  Design Load: HS 20,  Features Intersected: I40 VIADUCT/ 7 RTS-CR-RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.433,  Lanes on structure: 9,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 51.1m (167.7ft),  Out-to-Out Width: 51.7m (169.6ft)

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

Find on map >>   Show street view

Structure Number: 47I00400063,  Location: DOWNTOWN KNOXVILLE (Lat: 35.974967,  Lng: -83.918683),  Route carried "on" structure: Interstate 40,  Year Built: 2007,  Status: Open,  Structure Length: 13.12m (43.04ft),  Average Daily Traffic: 80,617 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 139,232 (year 2041),  Design Load: HS 20,  Features Intersected: I40-RL / 2 ROUTES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.382,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 51.4m (168.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I00400064,  Location: DOWNTOWN KNOXVILLE (Lat: 35.974933,  Lng: -83.919133),  Route carried "on" structure: Interstate 40,  Year Built: 2007,  Status: Open,  Structure Length: 9.86m (32.35ft),  Average Daily Traffic: 80,617 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 139,232 (year 2041),  Design Load: HS 20,  Features Intersected: I40-LL / E. FIFTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.415,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

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