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

Find on map >>   Show street view

Structure Number: 6SR0020005,  Location: 1.2 MI.SW.OF CLEVELAND (Lat: 35.147233,  Lng: -84.918000),  Route carried "on" structure: US 11,  Year Built: 2004,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 9,159 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,654 (year 2041),  Design Load: HS 20,  Features Intersected: CANDIES CREEK,  Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.040,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 6SR0020007,  Location: 0.04 MI. E OF SR-2 JCT. (Lat: 35.157967,  Lng: -84.885017),  Route carried "on" structure: US 11,  Year Built: 2004,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 5,979 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,566 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH MOUSE CREEK,  Facility Carried by Structure: FAU 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: July 2021

Find on map >>   Show street view

Structure Number: 6SR0020009,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.158100,  Lng: -84.878633),  Route carried "on" structure: US 11,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,979 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,566 (year 2041),  Design Load: H 15,  Features Intersected: LITTLE SOUTH MOUSE CREEK,  Facility Carried by Structure: FAU 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $99,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $149,000 ( 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: 6SR0020011,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.191067,  Lng: -84.851533),  Route carried "on" structure: US 11,  Year Built: 1925,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 9,740 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,584 (year 2042),  Design Load: H 15,  Features Intersected: FILLAUERS BRANCH,  Facility Carried by Structure: FAS 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.586,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 23.3 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: 18.1 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: Meets minimum limits,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0020013,  Location: .6 MI.N.OF CLEVELAND (Lat: 35.208767,  Lng: -84.837350),  Route carried "on" structure: US 11,  Year Built: 2001,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 7,947 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,715 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.758,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

Find on map >>   Show street view

Structure Number: 6SR0023001,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.189833,  Lng: -84.866417),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 18,835 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,136 (year 2041),  Design Load: H 15,  Features Intersected: SOUTH MOUSE CREEK,  Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $320,000 ( 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: 6SR0023002,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.190067,  Lng: -84.866350),  Route carried "on" structure: US 11,  Year Built: 1960,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 18,835 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,136 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH MOUSE CREEK,  Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $320,000 ( 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: 6SR0400005,  Location: 4 MI FROM POLK CO LINE (Lat: 35.132900,  Lng: -84.749067),  Route carried "on" structure: US 64,  Year Built: 1971,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 13,475 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,560 (year 2041),  Design Load: H 20,  Features Intersected: LONDON BRANCH,  Facility Carried by Structure: FAP 402 (SR 40)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.164,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

Find on map >>   Show street view

Structure Number: 6SR0404001,  Location: 1 MI. EAST OFI-75 (Lat: 35.145883,  Lng: -84.928817),  Route carried "on" structure: County highway 60,  Year Built: 1965,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 260 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 416 (year 2041),  Design Load: H 15,  Features Intersected: SR 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 6SR0404003,  Location: 1.8 MI.W.OF CLEVELAND (Lat: 35.141500,  Lng: -84.919350),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 21,590 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,544 (year 2042),  Design Load: HS 20,  Features Intersected: CANDIES CREEK,  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0404005,  Location: .4 MI.W.OF CLEVELAND (Lat: 35.133750,  Lng: -84.897150),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 21,590 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,544 (year 2042),  Design Load: HS 20,  Features Intersected: NORFOLK-SOUTHERN RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.069,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0404007,  Location: .34 MI.W.OF CLEVELAND (Lat: 35.133717,  Lng: -84.895900),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 21,590 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,544 (year 2041),  Design Load: HS 20,  Features Intersected: OLD CHATTANOOGA PIKE,  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.182,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0404009,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.132700,  Lng: -84.889683),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 21,590 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 34,544 (year 2041),  Design Load: HS 20,  Features Intersected: BLUE SPRING RD (NFA 1181,  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,664,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $3,997,000 ( 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: 6SR0404011,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.131483,  Lng: -84.886133),  Route carried "on" structure: Business US 64,  Year Built: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 27,128 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,405 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.116,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $437,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 6SR0404013,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.131617,  Lng: -84.885733),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 27,128 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,405 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: FAP 311 719639W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.148,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0404015,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.130883,  Lng: -84.869350),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 27,128 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,405 (year 2041),  Design Load: HS 20,  Features Intersected: SR 311(FAP)/SR 311(FAU),  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.628,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 24 degrees,  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: 31.1m (102.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 6SR0404017,  Location: IN CLEVELAND (Lat: 35.133033,  Lng: -84.860217),  Route carried "on" structure: Bypass US 64,  Year Built: 1972,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 28,983 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,373 (year 2041),  Design Load: HS 20,  Features Intersected: SR 60 / SR 74,  Facility Carried by Structure: FAP 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.170,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0404019,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.146733,  Lng: -84.849883),  Route carried "on" structure: Bypass US 64,  Year Built: 1974,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 31,707 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,731 (year 2042),  Design Load: HS 20,  Features Intersected: BATES PIKE (NFA A712),  Facility Carried by Structure: FAP 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.956,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 22 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: 23.5m (77.1ft),  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: 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0404021,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.149533,  Lng: -84.847883),  Route carried "on" structure: Bypass US 64,  Year Built: 1974,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 31,707 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,731 (year 2041),  Design Load: HS 20,  Features Intersected: SR 60 / SR 40,  Facility Carried by Structure: FAP 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.326,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 6SR0600003,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.182533,  Lng: -84.872567),  Route carried "on" structure: State highway 60,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 33,534 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,654 (year 2041),  Design Load: H 15,  Features Intersected: SOUTH MOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.299,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0600005,  Location: IN HOPEWELL (Lat: 35.216900,  Lng: -84.882550),  Route carried "on" structure: State highway 60,  Year Built: 1948,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 14,724 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,558 (year 2042),  Design Load: H 15,  Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.902,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 28.5 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: 22.0 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: Meets minimum limits,  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: 13.87m (45.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,653,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $5,480,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR0600021,  Location: 1.4 MILE N.OF CLEVELAND (Lat: 35.159633,  Lng: -84.844900),  Route carried "on" structure: State highway 60,  Year Built: 1976,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 31,707 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,731 (year 2041),  Design Load: HS 20,  Features Intersected: BENTON PIKE (NFA 1154)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.533,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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 desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 6SR0600023,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.154367,  Lng: -84.844583),  Route carried "on" structure: State highway 60,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 31,707 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,731 (year 2041),  Design Load: HS 20,  Features Intersected: POWER LINE RD. (NFA A706
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.938,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 14.9m (48.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 6SR0600024,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.154400,  Lng: -84.844800),  Route carried "on" structure: State highway 60,  Year Built: 1976,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 31,707 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 50,731 (year 2041),  Design Load: HS 20,  Features Intersected: POWER LINE RD. (NFA A706
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.938,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  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: 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 desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 6SR0600025,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.165717,  Lng: -84.847533),  Route carried "on" structure: State highway 60,  Year Built: 1976,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 28,890 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 46,224 (year 2041),  Design Load: H 20,  Features Intersected: NFA A576-FAU 1156-SOU RW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.257,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.55m (37.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $738,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,108,000 ( 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: 6SR0600026,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.165683,  Lng: -84.847800),  Route carried "on" structure: State highway 60,  Year Built: 1976,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 28,890 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 46,224 (year 2041),  Design Load: H 20,  Features Intersected: NFA A576-FAU 3645-SOU RW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.257,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.55m (37.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $738,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,108,000 ( 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: 6SR0600027,  Location: CITY OF CLEVELAND (Lat: 35.176550,  Lng: -84.861533),  Route carried "on" structure: State highway 60,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 23,219 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 37,150 (year 2041),  Features Intersected: FILLAUER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.076,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $253,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $380,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 6SR0740001,  Location: ON GEORGIA STATE LINE (Lat: 34.988100,  Lng: -84.776017),  Route carried "on" structure: State highway 74,  Year Built: 2011,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 1,709 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,734 (year 2041),  Design Load: HL 93,  Features Intersected: OVERFLOW CONASAUGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.02m (19.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,530,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,296,000 ( 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: 6SR0740011,  Location: 1 MI FROM SR40 (Lat: 35.148400,  Lng: -84.870150),  Route carried "on" structure: US 74,  Year Built: 1940,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,765 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,624 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.324,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.4 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $212,000 ( 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: 6SR3110001,  Location: 1/2 MI. EAST OFI-75 (Lat: 35.148483,  Lng: -84.937350),  Route carried "on" structure: County highway 50,  Year Built: 2017,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 260 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 416 (year 2042),  Design Load: HL 93,  Features Intersected: SR 311
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.788,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6SR3110003,  Location: 1/2 MI. EAST OFI-75 (Lat: 35.149267,  Lng: -84.936050),  Route carried "on" structure: Ramp US 64,  Year Built: 2017,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 21,054 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 33,686 (year 2041),  Design Load: HL 93,  Features Intersected: COLONIAL PIPELINE,  Facility Carried by Structure: SR311 WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 6SR3110005,  Location: 1/2 MI. EAST OFI-75 (Lat: 35.147933,  Lng: -84.937167),  Route carried "on" structure: Ramp US 64,  Year Built: 2017,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 21,054 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 33,686 (year 2041),  Design Load: HL 93,  Features Intersected: COLONIAL PIPELINE,  Facility Carried by Structure: SR311 EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 6036340001,  Location: IN CLEVELAND (Lat: 35.153733,  Lng: -84.871733),  Route carried "under" structure: City street 3643,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 1,746 (year 2020),  Truck Traffic: 3%,  Features Intersected: PED. WALKWAY,  Facility Carried by Structure: PED. WALKWAY
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.274,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

Find on map >>   Show street view

Structure Number: 60A9900001,  Location: IN CLEVELAND (Lat: 35.151600,  Lng: -84.871867),  Route carried "under" structure: City street 990,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 5%,  Features Intersected: PED. WALKWAY,  Facility Carried by Structure: PED. WALKWAY
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 1.070,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 6I00750001,  Location: 4.5 MI FROM SR 311 (Lat: 35.141783,  Lng: -84.985567),  Route carried "under" structure: County highway 2261,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,004 (year 2020),  Truck Traffic: 3%,  Features Intersected: I75 / BANCROFT RD,  Facility Carried by Structure: I75 (SA 0606)
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 4.394,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 6I00750002,  Location: 4.5 MI FROM SR 311 (Lat: 35.143133,  Lng: -84.985417),  Route carried "under" structure: County highway 2261,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,004 (year 2020),  Truck Traffic: 3%,  Features Intersected: I75 / BANCROFT RD,  Facility Carried by Structure: I75 (SA 0606)
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 4.474,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>   Show street view

Structure Number: 6I00750003,  Location: NEAR CLEVELAND TN (Lat: 35.152033,  Lng: -84.947567),  Route carried "under" structure: Interstate 75,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 54,250 (year 2020),  Truck Traffic: 27%,  Features Intersected: SR 311,  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 7.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 6I00750007,  Location: 2.8 MI FROM SR 40 (Lat: 35.164817,  Lng: -84.930417),  Route carried "under" structure: County highway 77,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 780 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.336,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 6I00750008,  Location: 2.8 MI FROM SR 40 (Lat: 35.164950,  Lng: -84.980733),  Route carried "under" structure: County highway 77,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 780 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 6I00750011,  Location: NEAR CLEVELAND TN (Lat: 35.176050,  Lng: -84.916733),  Route carried "under" structure: Interstate 75,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 47,898 (year 2020),  Truck Traffic: 27%,  Features Intersected: SR 312 / I75,  Facility Carried by Structure: FAS 312
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 11.716,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 6I00750017,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.194000,  Lng: -84.887033),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 25,106 (year 2020),  Truck Traffic: 9%,  Features Intersected: I75 / SR 60,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 27.134,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 6I00750018,  Location: IN CLEVELAND CITY LIMITS (Lat: 35.194233,  Lng: -84.887183),  Route carried "under" structure: State highway 60,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,524 (year 2020),  Truck Traffic: 9%,  Features Intersected: I75 / SR 60,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 27.166,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 6I00750019,  Location: IN CLEVELAND (Lat: 35.198883,  Lng: -84.877433),  Route carried "under" structure: City street 3660,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,359 (year 2020),  Truck Traffic: 3%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 4.941,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>   Show street view

Structure Number: 6I0075002,  Location: IN CITY OF CLEVELAND (Lat: 35.199067,  Lng: -84.877783),  Route carried "under" structure: City street 3660,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,359 (year 2020),  Truck Traffic: 3%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.909,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>   Show street view

Structure Number: 6I00750021,  Location: IN CITY OF CLEVELAND (Lat: 35.212600,  Lng: -84.866417),  Route carried "under" structure: City street 3660,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 18,036 (year 2020),  Truck Traffic: 9%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 6I00750022,  Location: IN THE CITY OF CLEVELAND (Lat: 35.212733,  Lng: -84.866700),  Route carried "under" structure: City street 3660,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 18,036 (year 2020),  Truck Traffic: 9%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 6I00750023,  Location: 11.23 MI N OF CLEVLAND (Lat: 35.254567,  Lng: -84.836217),  Route carried "under" structure: County highway 164,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.295,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>   Show street view

Structure Number: 6I00750024,  Location: 11.23 MI FR CITY BOUNDARY (Lat: 35.255217,  Lng: -84.837200),  Route carried "under" structure: County highway 164,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.414,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 6SR0020003,  Location: NEAR CLEVELAND TN (Lat: 35.143167,  Lng: -84.923433),  Route carried "under" structure: State highway 2,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,009 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 311,  Facility Carried by Structure: FAP 311
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 10.364,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>   Show street view

Structure Number: 6SR0400001,  Location: .04 MILES E. OF SR002 (Lat: 35.157467,  Lng: -84.872283),  Route carried "under" structure: State highway 40,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,426 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 731634P
Minimum Vertical Clearance: 3.45m (11.32ft),  Kilometerpoint: 1.497,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 9.4m (30.8ft)