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

Find on map >>   Show street view

Structure Number: 47I01400041,  Location: CITY OF KNOXVILLE (Lat: 35.908667,  Lng: -84.120967),  Route carried "on" structure: Interstate 140,  Year Built: 1996,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 57,346 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 103,328 (year 2040),  Design Load: HS 20,  Features Intersected: I140 / PARKSIDE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I01400043,  Location: CITY OF KNOXVILLE (Lat: 35.908917,  Lng: -84.120083),  Route carried "on" structure: Ramp Interstate 140,  Year Built: 1996,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 57,346 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,392 (year 2040),  Design Load: HS 20,  Features Intersected: I140 WB RMP/ PARKSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: June 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: 47I01400045,  Location: CITY OF KNOXVILLE (Lat: 35.903517,  Lng: -84.118967),  Route carried "on" structure: Interstate 140,  Year Built: 1996,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 57,346 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 103,328 (year 2040),  Design Load: HS 20,  Features Intersected: I140 / SR1(KINGSTON PK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 47I02750001,  Location: 2.1 NM E OF SR33 (Lat: 35.970900,  Lng: -83.930017),  Route carried "on" structure: Interstate 275,  Year Built: 1981,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,984 (year 2041),  Design Load: HS 20,  Features Intersected: I275 / 5TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 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: 37.6 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: Superior 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 47I02750003,  Location: KNOXVILLE (Lat: 35.973533,  Lng: -83.931917),  Route carried "on" structure: Interstate 275,  Year Built: 1958,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,984 (year 2041),  Design Load: HS 20,  Features Intersected: I275 / ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.2m (141.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 43.2m (141.7ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,457,000,  Roadway Improvement Cost: $246,000,  Total Project Cost: $3,686,000 ( 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: 47I02750005,  Location: BAXTER AVE (Lat: 35.976667,  Lng: -83.935200),  Route carried "on" structure: City street 75,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 7,201 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,522 (year 2041),  Design Load: HS 20,  Features Intersected: BAXTER AVE-RL / I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $455,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $683,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 47I02750006,  Location: BAXTER AVE (Lat: 35.976800,  Lng: -83.935317),  Route carried "on" structure: City street 75,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 7,201 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,416 (year 2041),  Design Load: HS 20,  Features Intersected: BAXTER AVE-LL / I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $323,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 47I02750007,  Location: 1.3 M NE OF SR33 (Lat: 35.981267,  Lng: -83.937850),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 60,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,856 (year 2041),  Design Load: HS 20,  Features Intersected: I275-RL / WOODLAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.642,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $452,000 ( 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: 47I02750008,  Location: S. OF COSTER YARDS (Lat: 35.981250,  Lng: -83.937967),  Route carried "on" structure: Interstate 275,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 60,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,856 (year 2041),  Design Load: HS 20,  Features Intersected: I275-SB / OLDHAM AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.642,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $452,000 ( 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: 47I02750009,  Location: IN KNOXVILLE - S OF I640 (Lat: 35.984383,  Lng: -83.946967),  Route carried "on" structure: Interstate 275,  Year Built: 1989,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 60,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,856 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I275 / TENNESSEE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 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: 47I02750011,  Location: 0.6 MI S. OF SHARPS GAP (Lat: 35.991267,  Lng: -83.951667),  Route carried "on" structure: City street 3789,  Year Built: 1959,  Status: Open,  Structure Length: 8.33m (27.33ft),  Average Daily Traffic: 11,568 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,128 (year 2040),  Design Load: H 20,  Features Intersected: RL-HEISKELL AVE. / I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 48.6 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: Meets minimum limits,  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: 8.33m (27.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,896,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,845,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 47I02750012,  Location: 0.6 MI S. OF SHARPS GAP (Lat: 35.991400,  Lng: -83.951750),  Route carried "on" structure: City street 3789,  Year Built: 1959,  Status: Open,  Structure Length: 8.33m (27.33ft),  Average Daily Traffic: 11,568 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,128 (year 2041),  Design Load: H 20,  Features Intersected: LL-HEISKELL AVE. / I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 8.33m (27.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,896,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,845,000 ( 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: 47I02750013,  Location: 1.8 M E OF SR33 (Lat: 35.994683,  Lng: -83.952617),  Route carried "on" structure: Interstate 275,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 60,119 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 108,320 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.959,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $694,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 47I02750017,  Location: 1 M NW OF SR9 (Lat: 35.999400,  Lng: -83.956083),  Route carried "on" structure: Ramp US 9,  Year Built: 1963,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 21,926 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,024 (year 2041),  Design Load: HS 20,  Features Intersected: I275-NB EXT. RMP / SR-9,  Facility Carried by Structure: I275 RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.555,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.9 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 47I02750019,  Location: SHARPS GAP EXCHANGE (Lat: 35.999917,  Lng: -83.958433),  Route carried "on" structure: Interstate 640,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 87,049 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 156,784 (year 2040),  Design Load: HS 20,  Features Intersected: I640-RL (EB) / I275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I0275002,  Location: SHARPS GAP EXCHANGE (Lat: 36.000033,  Lng: -83.958483),  Route carried "on" structure: Interstate 640,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 87,049 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 156,784 (year 2040),  Design Load: HS 20,  Features Intersected: I640-LL (WB) / I275
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I02750021,  Location: JUST N. OF I-40 JCT. (Lat: 35.970983,  Lng: -83.930633),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1981,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,984 (year 2041),  Design Load: HS 20,  Features Intersected: I275-SB RMP / 5TH. AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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

Find on map >>   Show street view

Structure Number: 47I02750023,  Location: JUST N. OF COSTER YDS. (Lat: 35.991117,  Lng: -83.950917),  Route carried "on" structure: Interstate 275,  Year Built: 1965,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 60,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,856 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $560,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 47I02750025,  Location: .5 M FRM HEISKELL&I275 IC (Lat: 35.993150,  Lng: -83.951717),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1965,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 60,119 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,480 (year 2041),  Design Load: HS 20,  Features Intersected: I275-NB EX RMP / 2ND. CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.702,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

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

Find on map >>   Show street view

Structure Number: 47I02750027,  Location: IN KNOXVILLE - S OF I640 (Lat: 35.987600,  Lng: -83.949583),  Route carried "on" structure: Interstate 275,  Year Built: 1989,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 60,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,856 (year 2041),  Design Load: HS 20,  Features Intersected: I275 / SOUTHERN RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.106,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47I02750029,  Location: 1.3 M SE JCT I60&I275 (Lat: 35.983333,  Lng: -83.940000),  Route carried "on" structure: Interstate 275,  Year Built: 1990,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 60,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 109,856 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.2m (112.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $766,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 47I02750031,  Location: CITY OF KNOXVILLE (Lat: 35.964617,  Lng: -83.927500),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1994,  Status: Open,  Structure Length: 33.64m (110.37ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,984 (year 2041),  Design Load: HS 20,  Features Intersected: I275-SB EXT RP-I / 2 RTS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 47I02750033,  Location: CITY OF KNOXVILLE (Lat: 35.965950,  Lng: -83.926367),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1986,  Status: Open,  Structure Length: 55.03m (180.54ft),  Average Daily Traffic: 64,369 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 115,984 (year 2041),  Design Load: HS 20,  Features Intersected: I275 RMP 5D/ 7 RTS-RR-CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 12,  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: 14,  Length of Maximum Span: 54.7m (179.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.0 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 47I06400005,  Location: 2.5 M SE OF SR33 (Lat: 36.003450,  Lng: -83.953900),  Route carried "on" structure: City street 1256,  Year Built: 2002,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 10,532 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,392 (year 2040),  Design Load: HS 20,  Features Intersected: BRUHIN RD. / I640
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.426,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 21.0m (68.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I06400007,  Location: E OF SHARPS GAP (Lat: 36.010000,  Lng: -83.938300),  Route carried "on" structure: City street 225,  Year Built: 1971,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 1,630 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,608 (year 2040),  Design Load: HS 20,  Features Intersected: THE HAGUE DR. / I640
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 47I06400009,  Location: .6 M E OF SR33 (Lat: 36.017467,  Lng: -83.924250),  Route carried "on" structure: Interstate 640,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 87,049 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 156,784 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I640 / OLD BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 70,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 39.8m (130.6ft)

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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 47I06400011,  Location: .3 M E OF SR33 (Lat: 36.018250,  Lng: -83.922833),  Route carried "on" structure: Interstate 640,  Year Built: 1970,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 87,049 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 156,784 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.814,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.33m (4.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $499,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $749,000 ( Estimate for 2020)

Find on map >>   Show street view

Structure Number: 47I06400013,  Location: 1 M SE OF WHITTLE SPRINGS (Lat: 36.018667,  Lng: -83.922333),  Route carried "on" structure: Interstate 640,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 87,049 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 156,784 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I640 / SR33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.879,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I06400017,  Location: N.E. OF BROADWAY EXCHANGE (Lat: 36.019950,  Lng: -83.918833),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 72,948 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 127,584 (year 2040),  Design Load: HS 20,  Features Intersected: WHITES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $721,000 ( Estimate for 2020)

Find on map >>   Show street view

Structure Number: 47I06400019,  Location: N.E. OF SR 33 EXCHANGE (Lat: 36.020883,  Lng: -83.915617),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 72,948 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 127,584 (year 2040),  Design Load: HS 20,  Features Intersected: I640-EB / SOU RR-NORA LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.571,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I0640002,  Location: N.E. OF SR 33 EXCHANGE (Lat: 36.021333,  Lng: -83.914800),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 72,948 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 127,584 (year 2040),  Design Load: HS 20,  Features Intersected: I640-WB / SOU RR-NORA LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.571,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  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: April 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: 47I06400021,  Location: E. OF SR 33 (Lat: 36.031950,  Lng: -83.886750),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 66,065 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 119,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I640-RL / WASHINGTON PK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.500,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.9m (62.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I06400022,  Location: E. OF SR 33 (Lat: 36.032233,  Lng: -83.886950),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 66,065 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 119,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I640-LL / WASHINGTON PK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.500,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.9m (62.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I06400023,  Location: 1.8 M NW OF I640-I40 JCT (Lat: 36.030867,  Lng: -83.879850),  Route carried "on" structure: City street 306,  Year Built: 1981,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 10,420 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,672 (year 2040),  Design Load: HS 20,  Features Intersected: EAST TOWNE RD. W. / I640
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.121,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I06400025,  Location: 1.7 M NW OF I640-I40 JCT (Lat: 36.030733,  Lng: -83.878683),  Route carried "on" structure: City street 305,  Year Built: 1981,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 320 (year 2040),  Design Load: HS 20,  Features Intersected: EAST TOWNE RD. E. / I640
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 47I06400027,  Location: NW OF VS 11W (Lat: 36.029600,  Lng: -83.871750),  Route carried "on" structure: City street 3773,  Year Built: 1981,  Status: Posted for load,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 6,698 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,504 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MILLERTOWN PK. / I640
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.079,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.2 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: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,044,000,  Roadway Improvement Cost: $605,000,  Total Project Cost: $9,067,000 ( Estimate for 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: 47I06400029,  Location: NEAR MILLERTOWN PIKE (Lat: 36.028700,  Lng: -83.866650),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 66,065 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 119,040 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.383,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.75m (2.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $505,000 ( Estimate for 2020)

Find on map >>   Show street view

Structure Number: 47I06400031,  Location: 1 M N OF I640-I40 JCT (Lat: 36.028017,  Lng: -83.866000),  Route carried "on" structure: City street 115,  Year Built: 1981,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,063 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,301 (year 2042),  Design Load: HS 20,  Features Intersected: BUFFAT MILL DR. / I640
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 47I06400033,  Location: NW OF US 11W (Lat: 36.020733,  Lng: -83.860783),  Route carried "on" structure: Interstate 640,  Year Built: 1981,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 66,065 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 119,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I640-RL / MCINTYRE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.445,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing