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

Find on map >>   Show street view

Structure Number: 33SR1480003,  Location: 1.5 MI. S OF SR-2 JCT. (Lat: 35.007500,  Lng: -85.337800),  Route carried "on" structure: State highway 148,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,901 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,960 (year 2041),  Design Load: HS 20,  Features Intersected: INCLINE TRAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.975,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $205,000 ( 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: 33SR1530003,  Location: 0.44 MI. N OF I-75 JCT. (Lat: 35.028600,  Lng: -85.175617),  Route carried "on" structure: State highway 153,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 64,309 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 102,894 (year 2041),  Design Load: HS 20,  Features Intersected: HICKORY VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 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: 33SR1530004,  Location: 0.44 MI. N OF I-75 JCT. (Lat: 35.027717,  Lng: -85.176050),  Route carried "on" structure: State highway 153,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 64,309 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 102,894 (year 2042),  Design Load: HS 20,  Features Intersected: HICKORY VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 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: 33SR1530007,  Location: 0.74 MI. N OF SR-2 JCT. (Lat: 35.042600,  Lng: -85.186100),  Route carried "on" structure: City street 3602,  Year Built: 2016,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,917 (year 2041),  Design Load: HL 93,  Features Intersected: SR 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.344,  Lanes on structure: 40,  Lanes under structure: 60,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 33SR1530009,  Location: 1.2 MI. N OF SR-2 JCT. (Lat: 35.048850,  Lng: -85.188600),  Route carried "on" structure: State highway 153,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 60,351 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 96,562 (year 2042),  Design Load: HS 20,  Features Intersected: FRIAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.428,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 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: 38.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 33SR1530013,  Location: OVER SR153-2MI N OF SR 2 (Lat: 35.054233,  Lng: -85.191033),  Route carried "on" structure: City street 3556,  Year Built: 1961,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 15,246 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,394 (year 2042),  Design Load: H 20,  Features Intersected: SR 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $537,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $806,000 ( Estimate for 2022),  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: 33SR1530014,  Location: OVER SR153-2MI N OF SR 2 (Lat: 35.054367,  Lng: -85.191167),  Route carried "on" structure: City street 3556,  Year Built: 1961,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 15,246 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,394 (year 2042),  Design Load: H 20,  Features Intersected: SR 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $537,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $806,000 ( Estimate for 2022),  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: 33SR1530015,  Location: JERSEY PIKE / SR-153 (Lat: 35.065083,  Lng: -85.195217),  Route carried "on" structure: City street 3601,  Year Built: 1962,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 7,126 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,402 (year 2042),  Design Load: HS 20,  Features Intersected: SR 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $707,000 ( 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: 33SR1530017,  Location: 0.42 MI. S OF SR-317 JCT. (Lat: 35.069100,  Lng: -85.196267),  Route carried "on" structure: State highway 153,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 60,729 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 97,166 (year 2041),  Design Load: HS 20,  Features Intersected: SOU RWY & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.778,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.9 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: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 33SR1530025,  Location: 1 MI. N OF TN RIVER (Lat: 35.117550,  Lng: -85.233817),  Route carried "on" structure: State highway 153,  Year Built: 1954,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 48,444 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 77,510 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.489,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 33SR1530029,  Location: 2.4 MI.N.OF TN.RIVER (Lat: 35.130817,  Lng: -85.244683),  Route carried "on" structure: City street 3588,  Year Built: 1954,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,896 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,034 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.904,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 33SR153003,  Location: 2.4 MI.N.OF TN. RV. (Lat: 35.131300,  Lng: -85.244350),  Route carried "on" structure: City street 3588,  Year Built: 1954,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,896 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,034 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.904,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 33SR3170001,  Location: 0.22 MI. W OF SR-321 JCT. (Lat: 35.071800,  Lng: -85.107583),  Route carried "on" structure: State highway 317,  Year Built: 2012,  Status: Open,  Structure Length: 11.93m (39.14ft),  Average Daily Traffic: 10,983 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,576 (year 2041),  Design Load: HL 93,  Features Intersected: RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.426,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  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: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 33SR3170005,  Location: 0.51 MI. E OF SR-153 JCT. (Lat: 35.073483,  Lng: -85.190117),  Route carried "on" structure: State highway 317,  Year Built: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,801 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,736 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 33SR3190001,  Location: 2.58 MI. E OF SR-153 JCT. (Lat: 35.150233,  Lng: -85.210267),  Route carried "on" structure: State highway 319,  Year Built: 2003,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 19,566 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,306 (year 2042),  Design Load: HS 20,  Features Intersected: ROGERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.185,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 580A2610001,  Location: 3.6 MI SE JCT SR2&SR134 (Lat: 34.988400,  Lng: -85.497881),  Route carried "on" structure: County highway 261,  Year Built: 1965,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 460 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 736 (year 2040),  Design Load: H 15,  Features Intersected: RUNNING WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.076,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 580A2610003,  Location: 3.7 MI SE JCT SR2&SR134 (Lat: 34.986681,  Lng: -85.498200),  Route carried "on" structure: County highway 261,  Year Built: 1964,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 250 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: H 15,  Features Intersected: MURPHY HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 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: Fair,  Culverts: Good,  Operating Rating: 89.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 580A2620003,  Location: 4.1 MI SE JCT SR2&SR134 (Lat: 34.986467,  Lng: -85.489117),  Route carried "on" structure: County highway 262,  Year Built: 1985,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 150 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 58I00240049,  Location: 3 MI S OF SR156 (Lat: 35.005483,  Lng: -85.515117),  Route carried "on" structure: Interstate 24,  Year Built: 1965,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 49,066 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 83,872 (year 2040),  Design Load: HS 20,  Features Intersected: MORONEY GULF BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.834,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 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: Fair,  Culverts: Good,  Operating Rating: 89.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 58I00240053,  Location: 2 MI FM WHITESIDE TN (Lat: 35.000150,  Lng: -85.512350),  Route carried "on" structure: Interstate 24,  Year Built: 1965,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 49,066 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 83,872 (year 2040),  Design Load: HS 20,  Features Intersected: RUNNING WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.558,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 58I00240054,  Location: 2 MI FM WHITESIDE TN (Lat: 35.000000,  Lng: -85.511944),  Route carried "on" structure: Interstate 24,  Year Built: 1965,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 49,066 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 78,506 (year 2041),  Design Load: HS 20,  Features Intersected: RUNNING WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.558,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  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: 58I00240055,  Location: 1.5 MI N GA-TN LINE (Lat: 34.991033,  Lng: -85.508433),  Route carried "on" structure: County highway 360,  Year Built: 1968,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 200 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 320 (year 2040),  Design Load: H 15,  Features Intersected: SCRATCH ANKLE RD / I-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.171,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 58I00240057,  Location: IN WHITESIDE TN (Lat: 34.987083,  Lng: -85.498767),  Route carried "on" structure: Interstate 24,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 49,066 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 83,872 (year 2040),  Design Load: HS 20,  Features Intersected: MURPHY HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.715,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 13 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: 89.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $674,000 ( Estimate for 2020)

Find on map >>   Show street view

Structure Number: 58I00240059,  Location: 1 MI N GA-TN ST LN (Lat: 34.987933,  Lng: -85.498267),  Route carried "on" structure: County highway 261,  Year Built: 2015,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 320 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 512 (year 2040),  Design Load: HL 93,  Features Intersected: MURPHY HOLLOW RD / I-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 58I00240061,  Location: IN WHITESIDE TN (Lat: 34.988683,  Lng: -85.493650),  Route carried "on" structure: Interstate 24,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 49,066 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 83,872 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.230,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 11 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: 89.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 58SR1340001,  Location: 2.2 MI.S.E.OF HALETOWN (Lat: 35.005850,  Lng: -85.514317),  Route carried "on" structure: State highway 134,  Year Built: 1965,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,015 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: H 15,  Features Intersected: MORONEY GULF BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 89.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 58SR1340005,  Location: W.OF WHITESIDE (Lat: 34.999700,  Lng: -85.511783),  Route carried "on" structure: State highway 134,  Year Built: 1962,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 1,015 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: H 15,  Features Intersected: RUNNING WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 58SR1340007,  Location: WEST OF WHITESIDE (Lat: 34.991308,  Lng: -85.507728),  Route carried "on" structure: State highway 134,  Year Built: 1938,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,015 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: RUNNING WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.536,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 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: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: September 2020,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $187,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 58SR1340009,  Location: IN WHITESIDE (Lat: 34.991650,  Lng: -85.487033),  Route carried "on" structure: State highway 134,  Year Built: 1940,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 874 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,512 (year 2040),  Design Load: H 15,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.628,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 58SR1340011,  Location: IN WHITESIDE (Lat: 34.992167,  Lng: -85.485867),  Route carried "on" structure: State highway 134,  Year Built: 1940,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 874 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,512 (year 2040),  Design Load: H 15,  Features Intersected: HICKS HOLLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.757,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 330E9510001,  Location: CHICKAMAUGA DAM (Lat: 35.108333,  Lng: -85.230000),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: H 15,  Features Intersected: NORTH CHICKAMAUGA CREEK,  Facility Carried by Structure: N. Ch. Greenway Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Tennessee Valley Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 33SR1530021,  Location: CHICKAMAUGA DAM (Lat: 35.101667,  Lng: -85.230000),  Route carried "on" structure: State highway 153,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 102.84m (337.40ft),  Average Daily Traffic: 67,941 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,000 (year 2041),  Design Load: HS 20,  Features Intersected: TN.R.,CREEK,LOCK,ACC.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.412,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Tennessee Valley Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.2m (63.0ft), Horizontal Clearance: 18.2m (59.7ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 13,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 580X1000001,  Location: RACCOON MTN PUMP STORAGE (Lat: 35.061667,  Lng: -85.410000),  Route carried "on" structure: ServiceFederal lands road ,  Year Built: 1977,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 430 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DISCHARGE CHANNEL,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Tennessee Valley Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 33004320001,  Location: .5 MI. W. RIDGESIDE (Lat: 35.041400,  Lng: -85.259017),  Route carried "under" structure: City street 4418,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,237 (year 2020),  Truck Traffic: 9%,  Features Intersected: PEDESTRAIN CROSSWALK
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.239,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 33006030017,  Location: 1.0 MI. N OF TENN RIVER (Lat: 35.111983,  Lng: -85.251483),  Route carried "under" structure: City street 3542,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 12,022 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 319,  Facility Carried by Structure: FAU 319
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.724,  Lanes on structure: 8,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.9m (153.9ft)

Find on map >>   Show street view

Structure Number: 33006030019,  Location: 1.4 MI. N OF TENN. RIVER (Lat: 35.117133,  Lng: -85.248467),  Route carried "under" structure: City street 697,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR319 / BOB RAY DR,  Facility Carried by Structure: FAU 319
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.158,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.8m (101.0ft)

Find on map >>   Show street view

Structure Number: 33006030019,  Location: 1.4 MI. N OF TENN. RIVER (Lat: 35.116867,  Lng: -85.248250),  Route carried "under" structure: Ramp City street 3588,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 21,896 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR319/RP TO HIXSON PIKE,  Facility Carried by Structure: FAU 319
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.279,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.8m (101.0ft)

Find on map >>   Show street view

Structure Number: 33035420001,  Location: N. CHICKAMAUGA DAM @ TN R (Lat: 35.106783,  Lng: -85.233433),  Route carried "under" structure: City street 3542,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 12,022 (year 2020),  Truck Traffic: 4%,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: SOU RWY 841995X
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 2.398,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

Find on map >>   Show street view

Structure Number: 33035460001,  Location: FAU 3546 OVER TN RIVER (Lat: 35.060700,  Lng: -85.301850),  Route carried "under" structure: Ramp City street 255,  Year Built: 1984,  Structure Length: 0. m,  Truck Traffic: 5%,  Features Intersected: FAU 3546 / NFA A255,  Facility Carried by Structure: FAU 3546
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 112.8m (370.1ft)

Find on map >>   Show street view

Structure Number: 33035460001,  Location: FAU 3546 OVER TN RIVER (Lat: 35.060150,  Lng: -85.302033),  Route carried "under" structure: City street 231,  Year Built: 1984,  Structure Length: 0. m,  Truck Traffic: 5%,  Features Intersected: FAU 3546 / NFA A231,  Facility Carried by Structure: FAU 3546
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.542,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 112.8m (370.1ft)

Find on map >>   Show street view

Structure Number: 33035460001,  Location: FAU 3546 OVER TN RIVER (Lat: 35.060583,  Lng: -85.301517),  Route carried "under" structure: Ramp City street 267,  Year Built: 1984,  Structure Length: 0. m,  Truck Traffic: 5%,  Features Intersected: FAU 3546 / NFA A267,  Facility Carried by Structure: FAU 3546
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 112.8m (370.1ft)

Find on map >>   Show street view

Structure Number: 33035460003,  Location: 0.5 MI S OF TN RV (Lat: 35.053567,  Lng: -85.303983),  Route carried "under" structure: City street 3546,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 4%,  Features Intersected: GEORGIA AVE.,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 1.481,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>   Show street view

Structure Number: 33035460005,  Location: 0.5 MI S OF TN RIVER (Lat: 35.053917,  Lng: -85.304317),  Route carried "under" structure: Ramp City street 3546,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 4%,  Features Intersected: GEORGIA AVE.,  Facility Carried by Structure: PEDESTIAN BRIDGE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.497,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>   Show street view

Structure Number: 33035490001,  Location: .3 M.W. JCT SR8 &SPUR SR8 (Lat: 35.053100,  Lng: -85.303867),  Route carried "under" structure: City street 3546,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 4%,  Features Intersected: FAU 3549 (3RD ST),  Facility Carried by Structure: FAU 3549
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.545,  Lanes on structure: 3,  Lanes under structure: 4,  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: 33035520003,  Location: THIRD ST / CITCO YARDS (Lat: 35.044517,  Lng: -85.298800),  Route carried "under" structure: Ramp City street 466,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Features Intersected: FAU 3552,  Facility Carried by Structure: FAU 3552
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.7m (166.3ft)

Find on map >>   Show street view

Structure Number: 33035650001,  Location: IN CHATTANOOGA (Lat: 35.042033,  Lng: -85.301533),  Route carried "under" structure: City street 3565,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 965 (year 2020),  Truck Traffic: 4%,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 3.10m (10.17ft),  Kilometerpoint: 0.885,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 33035660003,  Location: .1 MI. S. SR 2 (Lat: 35.041433,  Lng: -85.302800),  Route carried "under" structure: City street 3566,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,704 (year 2020),  Truck Traffic: 4%,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: SOU RWY 736913C
Minimum Vertical Clearance: 4.04m (13.25ft),  Kilometerpoint: 0.756,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.7m (22.0ft)

Find on map >>   Show street view

Structure Number: 33035770001,  Location: 4 MI. S. CHICKAMAUGA DAM (Lat: 35.065517,  Lng: -85.228217),  Route carried "under" structure: City street 3577,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 4,643 (year 2020),  Truck Traffic: 4%,  Features Intersected: TUNNEL BLVD.,  Facility Carried by Structure: TVRM
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 7.661,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

Find on map >>   Show street view

Structure Number: 33035880001,  Location: 1 MI. N. CHICKAMAUGA RES. (Lat: 35.105317,  Lng: -85.272783),  Route carried "under" structure: City street 3588,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 18,158 (year 2020),  Truck Traffic: 9%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 846684N
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 2.607,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>   Show street view

Structure Number: 33035880005,  Location: 1.5 M.W. CHICKAMAUGA RES. (Lat: 35.114783,  Lng: -85.253350),  Route carried "under" structure: City street 3588,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 21,896 (year 2020),  Truck Traffic: 9%,  Features Intersected: PEDESTRAIN WALKWAY,  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 4.876,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)