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


  • National Bridge Inventory (NBI) Statistics
  • 420Number of bridges
  • 5,413ft / 1,650mTotal length
  • $335,202,000Total costs
  • 13,803,602Total average daily traffic
  • 1,530,390Total average daily truck traffic
  • 15,944,374Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Chattanooga
  • No street view available for this location

New bridges in Chattanooga, TN - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21910-1919
  • 71920-1929
  • 101930-1939
  • 81940-1949
  • 661950-1959
  • 1501960-1969
  • 331970-1979
  • 651980-1989
  • 271990-1999
  • 342000-2009
  • 172010-2018
Reconstructed bridges in Chattanooga, TN - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31940-1949
  • 01950-1959
  • 01960-1969
  • 71970-1979
  • 161980-1989
  • 311990-1999
  • 22000-2009
Average Bridge Truck Traffic in Chattanooga, TN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 0.5%Excellent
  • 10.4%Very good
  • 55.9%Good
  • 19.4%Satisfactory
  • 11.7%Fair
  • 2.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.4%Excellent
  • 48.6%Very good
  • 23.4%Good
  • 14.0%Satisfactory
  • 2.7%Fair
  • 0.9%Poor
  • 0.5%Critical
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 0.5%Excellent
  • 11.3%Very good
  • 56.3%Good
  • 16.7%Satisfactory
  • 11.3%Fair
  • 4.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 19.6%Very good
  • 50.7%Good
  • 18.1%Satisfactory
  • 9.4%Fair
  • 2.2%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 11.1%Very good
  • 80.6%Good
  • 5.6%Satisfactory
  • 1.4%Fair
  • 1.4%Poor
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Structure Number: 33S44270009,  Location: 0.32 MI.N.OF GEORGIA LINE (Lat: 34.991083,  Lng: -85.096517),  Route carried "on" structure: State highway 321,  Year Built: 1930,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 8,650 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,216 (year 2038),  Design Load: H 15,  Features Intersected: JOHNSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.50m (50.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $311,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0020005,  Location: IN TIFTONIA (Lat: 35.021167,  Lng: -85.358333),  Route carried "on" structure: US 11,  Year Built: 2012,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 9,930 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,728 (year 2037),  Design Load: HL 93,  Features Intersected: LOOKOUT CREEK,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.858,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2016,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0020007,  Location: IN TIFTONIA (Lat: 35.021100,  Lng: -85.353850),  Route carried "on" structure: US 11,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 9,930 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,200 (year 2037),  Design Load: H 15,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: FAU 2 350056J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.212,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.20m (85.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $1,060,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,591,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0020009,  Location: JCT OF SR-148 (Lat: 35.021633,  Lng: -85.339800),  Route carried "on" structure: US 11,  Year Built: 1935,  Status: Posted for load,  Structure Length: 32.77m (107.51ft),  Average Daily Traffic: 9,930 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,200 (year 2037),  Design Load: H 15,  Features Intersected: RAVINE -LOOKOUT MOUNTAIN,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 36,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 327.70m (1075.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $1,255,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,883,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33SR0020013,  Location: 0.58 MI. S OF I-24 JCT. (Lat: 35.022817,  Lng: -85.319200),  Route carried "on" structure: US 11,  Year Built: 1968,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 23,280 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,536 (year 2037),  Design Load: HS 20,  Features Intersected: CHATTANOOGA CREEK&CSX RR,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 189.0m (620.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: 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,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33SR0020017,  Location: IN DOWNTOWN CHATTANOOGA (Lat: 35.039600,  Lng: -85.291817),  Route carried "on" structure: City street 5404,  Year Built: 1999,  Status: Open,  Structure Length: 27.97m (91.77ft),  Average Daily Traffic: 11,640 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,624 (year 2037),  Design Load: HS 20,  Features Intersected: CSX & NORFOLK SOU. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 145.0m (475.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 279.70m (917.65ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2017,  Other Special Inspection Date: June 2017,  Bridge Improvement Cost: $2,719,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $4,079,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0020019,  Location: .5 MI W MACCALLIE TUNNEL (Lat: 35.031600,  Lng: -85.264183),  Route carried "on" structure: City street 5404,  Year Built: 1956,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,740 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,784 (year 2038),  Design Load: HS 20,  Features Intersected: SR 2 D0DDS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.554,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 103.60m (339.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $714,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,072,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 33SR0020019,  Location: DOWNTOWN CHATTANOOGA (Lat: 35.031600,  Lng: -85.264183),  Route carried "under" structure: US 11,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 36,770 (year 2017),  Truck Traffic: 2%,  Features Intersected: FAU 5404,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 1.825,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 33SR002002,  Location: .5 MI. W MACCALLIE TUNNEL (Lat: 35.031783,  Lng: -85.264133),  Route carried "on" structure: State highway 5404,  Year Built: 1956,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,740 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,784 (year 2038),  Design Load: HS 20,  Features Intersected: SR 2 - DODDS AVE,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.554,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 103.60m (339.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $908,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 33SR002002,  Location: DOWNTOWN CHATTANOOGA (Lat: 35.031783,  Lng: -85.264133),  Route carried "under" structure: State highway 2,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 36,770 (year 2017),  Truck Traffic: 2%,  Features Intersected: FAU 5404
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.825,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 33SR0020023,  Location: 2.01 MI. W OF SR-153 JCT. (Lat: 35.014150,  Lng: -85.210650),  Route carried "on" structure: US 11,  Year Built: 1993,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 34,380 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 55,328 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTH CHICKAMAUGA CREEK,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.044,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: November 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0020025,  Location: 0.72 MI. W OF SR-153 JCT. (Lat: 35.025767,  Lng: -85.192750),  Route carried "on" structure: US 11,  Year Built: 2012,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 24,540 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,368 (year 2037),  Design Load: HL 93,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: FAU 2 350031N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.612,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0020027,  Location: SR-2 / SR-153 JCT. (Lat: 35.031967,  Lng: -85.182733),  Route carried "on" structure: US 11,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 24,540 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,368 (year 2037),  Design Load: HS 20,  Features Intersected: SR 153,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.278,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 311.0m (1,020.3ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  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: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0020027,  Location: SR-2 / SR-153 JCT. (Lat: 35.031967,  Lng: -85.182733),  Route carried "under" structure: State highway 153,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 76,860 (year 2017),  Truck Traffic: 10%,  Features Intersected: SR 2,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.497,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 33SR0020029,  Location: NEAR BRADLEY CO. LN. (Lat: 35.087017,  Lng: -85.016800),  Route carried "on" structure: US 11,  Year Built: 1929,  Year Reconstructed: 1954,  Status: Posted for load,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 12,080 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,312 (year 2037),  Design Load: H 15,  Features Intersected: LITTLE OOLTEWAH CREEK,  Facility Carried by Structure: FAU 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.286,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $427,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0022003,  Location: 1.04 MI W OF I-75 JCT. (Lat: 35.069117,  Lng: -85.148500),  Route carried "on" structure: State highway 317,  Year Built: 1930,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 17,080 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,616 (year 2037),  Design Load: H 15,  Features Intersected: POE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.035,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016
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Structure Number: 33SR0022007,  Location: 0.32 MI. W OF I-75 JCT. (Lat: 35.062700,  Lng: -85.139067),  Route carried "on" structure: State highway 317,  Year Built: 1940,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 17,080 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,616 (year 2037),  Design Load: HS 20,  Features Intersected: FRIAR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.721,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 5.4 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: December 2016
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Structure Number: 33SR0022019,  Location: SR-153 / SR-317 JCT. (Lat: 35.074783,  Lng: -85.198717),  Route carried "on" structure: State highway 153,  Year Built: 1961,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 71,090 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 108,880 (year 2037),  Design Load: HS 20,  Features Intersected: SR 317
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.453,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 378.0m (1,240.2ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0022019,  Location: SR-153 / SR-317 JCT. (Lat: 35.074783,  Lng: -85.198717),  Route carried "under" structure: State highway 317,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 21,980 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 153,  Facility Carried by Structure: FAP 153
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 1.271,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 33SR0023001,  Location: IN CHATTANOOGA (Lat: 35.040317,  Lng: -85.286233),  Route carried "on" structure: City street 5403,  Year Built: 1996,  Status: Open,  Structure Length: 19.66m (64.50ft),  Average Daily Traffic: 12,830 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,312 (year 2037),  Design Load: HS 20,  Features Intersected: CSX & NORFOLK SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 196.60m (645.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,770,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $2,656,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0080007,  Location: MARKET STREET BRIDGE (Lat: 35.056550,  Lng: -85.309600),  Route carried "on" structure: US 27,  Year Built: 1917,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 60.96m (200.00ft),  Average Daily Traffic: 17,840 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,272 (year 2037),  Design Load: H 15,  Features Intersected: TN RIVER & FAU 5395,  Facility Carried by Structure: FAU 8
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 15.579,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 899.0m (2,949.5ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 109.4m (358.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Very good,  Operating Rating: 3.6 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 609.60m (2000.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Underwater Inspection Date: September 2016,  Bridge Improvement Cost: $39,843,000,  Roadway Improvement Cost: $3,985,000,  Total Project Cost: $59,765,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0080007,  Location: IN CHATTANOOGA (Lat: 35.056550,  Lng: -85.309600),  Route carried "under" structure: City street 5395,  Year Built: 1917,  Structure Length: 0. m,  Average Daily Traffic: 6,970 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 8,  Facility Carried by Structure: FAU 8
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 3.766,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 109.4m (358.9ft)

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Structure Number: 33SR0080013,  Location: 1.1 MI FROM TN RIVER (Lat: 35.075717,  Lng: -85.322083),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1958,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 3,580 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,728 (year 2037),  Design Load: H 20,  Features Intersected: NFA A029 & SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.266,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 100.30m (329.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $220,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0080013,  Location: NEAR RED BANK (Lat: 35.075717,  Lng: -85.322083),  Route carried "under" structure: City street 29,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 1,220 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR 8,  Facility Carried by Structure: FAU 8 RP
Minimum Vertical Clearance: 8.71m (28.58ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 100.3m (329.1ft)

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Structure Number: 33SR0170001,  Location: .1 MI.NORTH OF GA. ST. LN (Lat: 34.985150,  Lng: -85.332683),  Route carried "on" structure: State highway 17,  Year Built: 2012,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 11,350 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,192 (year 2037),  Design Load: HS 20,  Features Intersected: MOUNTAIN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0270003,  Location: 8 MI W OF SR29 (Lat: 35.108733,  Lng: -85.363183),  Route carried "on" structure: State highway 27,  Year Built: 1977,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,800 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,080 (year 2037),  Design Load: HS 20,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 5.4 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: November 2016
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Structure Number: 33SR0270007,  Location: 0.78 MI. N OF I-24 JCT. (Lat: 35.026083,  Lng: -85.302950),  Route carried "on" structure: US 27,  Year Built: 1963,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 11,110 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,360 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTHERN RWY & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.325,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 90.50m (296.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $749,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,124,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 33SR0270008,  Location: 0.78 MI. N OF I-24 JCT. (Lat: 35.026250,  Lng: -85.302900),  Route carried "on" structure: US 27,  Year Built: 1963,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 11,110 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,360 (year 2037),  Design Load: HS 20,  Features Intersected: SOUTHERN RWY & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.325,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 90.50m (296.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $807,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,211,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 33SR0290007,  Location: 0.63 MI. S OF SR-29 JCT. (Lat: 35.179033,  Lng: -85.247600),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 32,140 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,792 (year 2037),  Design Load: HS 20,  Features Intersected: FAU 1406,  Facility Carried by Structure: FAP 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.682,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 51.20m (167.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0290007,  Location: 0.63 MI. S OF SR-29 JCT. (Lat: 35.179033,  Lng: -85.247600),  Route carried "under" structure: US 27,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 4,740 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 153 SBL,  Facility Carried by Structure: FAP 153 SBL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.244,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 33SR0290009,  Location: 0.29 MI. S OF SR-29 JCT. (Lat: 35.183800,  Lng: -85.246433),  Route carried "on" structure: US 27,  Year Built: 1954,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 34,480 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,784 (year 2037),  Design Load: HS 20,  Features Intersected: PITTS BRANCH,  Facility Carried by Structure: FAP 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.213,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $182,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR029001,  Location: 0.29 MI. S OF SR-29 JCT. (Lat: 35.183733,  Lng: -85.246617),  Route carried "on" structure: US 27,  Year Built: 1928,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 34,480 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 50,784 (year 2037),  Design Load: HS 20,  Features Intersected: PITTS BRANCH,  Facility Carried by Structure: FAP 153
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.213,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.20m (99.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $182,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33SR0290043,  Location: SR-29 / SR-153 JCT. (Lat: 35.187817,  Lng: -85.246600),  Route carried "on" structure: US 27,  Year Built: 1977,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 24,110 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,768 (year 2037),  Design Load: HS 20,  Features Intersected: SR 153,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.767,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 3 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: 25.9m (85.0ft),  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: 5.4 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: 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: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Preformed Fabric
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Structure Number: 33SR0290043,  Location: SR-29 / SR-153 JCT. (Lat: 35.187817,  Lng: -85.246600),  Route carried "under" structure: County highway 153,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 34,480 (year 2017),  Truck Traffic: 4%,  Features Intersected: SR 29 RT LN,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 2.068,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 33SR0290044,  Location: SR-29 / SR-153 JCT. (Lat: 35.188100,  Lng: -85.246583),  Route carried "on" structure: US 27,  Year Built: 1977,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 24,110 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,768 (year 2037),  Design Load: HS 20,  Features Intersected: FAU 2162,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.767,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 5.4 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Preformed Fabric
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Structure Number: 33SR0290044,  Location: SR-29 / SR-153 JCT. (Lat: 35.188100,  Lng: -85.246583),  Route carried "under" structure: City street 2162,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 11,480 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR 29 LT LN,  Facility Carried by Structure: FAP 29 SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 33SR0290063,  Location: 0.31 MI. N OF SR-153 JCT. (Lat: 35.190250,  Lng: -85.242033),  Route carried "on" structure: US 27,  Year Built: 1977,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 32,600 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,568 (year 2037),  Design Load: HS 20,  Features Intersected: FALLING WATER CREEK,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.266,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.3m (17.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 5.4 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: January 2017
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Structure Number: 33SR0290077,  Location: 3.36 MI. N OF SR-8 JCT. (Lat: 35.125367,  Lng: -85.294533),  Route carried "on" structure: US 27,  Year Built: 1987,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 24,990 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,672 (year 2037),  Design Load: HS 20,  Features Intersected: SR 29 / NFA A150,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.819,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0290077,  Location: 3.36 MI. N OF SR-8 JCT. (Lat: 35.125383,  Lng: -85.294550),  Route carried "under" structure: City street 150,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 310 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR 29 / NFA A150,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 9.15m (30.02ft),  Kilometerpoint: 0.034,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 33SR0290078,  Location: 3.36 MI. N OF SR-8 JCT. (Lat: 35.125850,  Lng: -85.294733),  Route carried "on" structure: US 27,  Year Built: 1987,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 24,990 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,672 (year 2037),  Design Load: HS 20,  Features Intersected: SR 29 / NFA A150,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.819,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0290078,  Location: 3.36 MI. N OF SR-8 JCT. (Lat: 35.125850,  Lng: -85.294733),  Route carried "under" structure: City street 150,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 310 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR 29 / NFA A150,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 9.15m (30.02ft),  Kilometerpoint: 0.038,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 33SR0290079,  Location: 3.24 MI. S OF SR-153 JCT. (Lat: 35.157467,  Lng: -85.285233),  Route carried "on" structure: US 27,  Year Built: 1987,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 24,110 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,768 (year 2037),  Design Load: HS 20,  Features Intersected: SR 29 / FAU 4034,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.553,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  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: 33.3 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 desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR0290079,  Location: 3.24 MI. S OF SR-153 JCT. (Lat: 35.157467,  Lng: -85.285233),  Route carried "under" structure: City street 4034,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 1,180 (year 2018),  Truck Traffic: 2%,  Features Intersected: SR 29 / FAU 4034,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 0.59m (1.94ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 33SR029008,  Location: 3.24 MI. S OF SR-153 JCT. (Lat: 35.157550,  Lng: -85.285533),  Route carried "on" structure: US 27,  Year Built: 1987,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 24,110 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,768 (year 2037),  Design Load: HS 20,  Features Intersected: SR 29 / FAU 3594,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.553,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  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: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33SR029008,  Location: 3.24 MI. S OF SR-153 JCT. (Lat: 35.157550,  Lng: -85.285533),  Route carried "under" structure: City street 3594,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 1,240 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 29 / FAU 3594,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 7.146,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 33SR0290081,  Location: 2.57 MI. S OF SR-153 JCT. (Lat: 35.166733,  Lng: -85.282367),  Route carried "on" structure: US 27,  Year Built: 1987,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 24,110 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,768 (year 2037),  Design Load: HS 20,  Features Intersected: SR 29 / NFA C592,  Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.631,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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