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

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Structure Number: 32SR032001,  Location: SOUTH OF US-11E (Lat: 36.216800,  Lng: -83.257233),  Route carried "on" structure: US 32,  Year Built: 2014,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 23,467 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,064 (year 2040),  Design Load: HL 93,  Features Intersected: RETAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.123,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.58m (11.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,274,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,912,000 ( Estimate for 2020),  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: 32SR0324001,  Location: IN CITY OF MORRISTOWN (Lat: 36.196617,  Lng: -83.265167),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 23,467 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,064 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 1322
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0324002,  Location: IN CITY OF MORRISTOWN (Lat: 36.196567,  Lng: -83.265500),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 23,467 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,064 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 1322
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0324003,  Location: IN CITY OF MORRISTOWN (Lat: 36.226317,  Lng: -83.258283),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 16.64m (54.59ft),  Average Daily Traffic: 25,144 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,248 (year 2040),  Design Load: H 20,  Features Intersected: SR 32 / SR34 & SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.233,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0324004,  Location: IN CITY OF MORRISTOWN (Lat: 36.226033,  Lng: -83.258533),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 17.54m (57.55ft),  Average Daily Traffic: 25,144 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,248 (year 2040),  Design Load: H 20,  Features Intersected: SR 32 / 3836 & SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.217,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0324005,  Location: IN CITY OF MORRISTOWN (Lat: 36.246083,  Lng: -83.269083),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 24,208 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,688 (year 2040),  Design Load: HS 20,  Features Intersected: STUBBLEFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.647,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 1 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: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $377,000 ( Estimate for 2020)

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Structure Number: 32SR0324007,  Location: IN CITY OF MORRISTOWN (Lat: 36.256767,  Lng: -83.281500),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 25,595 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,352 (year 2040),  Design Load: HS 20,  Features Intersected: SR 343 RL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.321,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0324008,  Location: IN CITY OF MORRISTOWN (Lat: 36.256433,  Lng: -83.281583),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 25,595 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,352 (year 2040),  Design Load: HS 20,  Features Intersected: SR 343 LL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.305,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0324009,  Location: IN MORRISTOWN (Lat: 36.223300,  Lng: -83.258083),  Route carried "on" structure: State highway 34,  Year Built: 1977,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 18,205 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,128 (year 2041),  Design Load: HS 20,  Features Intersected: SR 32 BP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.864,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 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: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,669,000,  Roadway Improvement Cost: $367,000,  Total Project Cost: $5,504,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32SR0324011,  Location: IN CITY OF MORRISTOWN (Lat: 36.190933,  Lng: -83.268467),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 16,732 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,704 (year 2040),  Design Load: HS 20,  Features Intersected: SR-32 / SR-160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.840,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

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

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Structure Number: 32SR0324012,  Location: IN CITY OF MORRISTOWN (Lat: 36.191250,  Lng: -83.268800),  Route carried "on" structure: State highway 32,  Year Built: 1975,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 16,732 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,704 (year 2040),  Design Load: HS 20,  Features Intersected: SR 160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.840,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 32SR0340001,  Location: 1. M W OF MORRISTOWN (Lat: 36.220933,  Lng: -83.279717),  Route carried "on" structure: City street 3836,  Year Built: 1967,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 17,808 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,813 (year 2039),  Design Load: HS 20,  Features Intersected: STUBBLEFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.104,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.77m (2.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $410,000 ( Estimate for 2019)

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Structure Number: 32SR0340003,  Location: 1. M W OF MORRISTOWN (Lat: 36.221800,  Lng: -83.278317),  Route carried "on" structure: City street 3836,  Year Built: 1966,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 17,808 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,912 (year 2039),  Design Load: HS 20,  Features Intersected: LIBERTY ST (FAU 3838)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.82m (25.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,983,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $4,475,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32SR0340005,  Location: 2.2 M NW OF MORRISTOWN (Lat: 36.227367,  Lng: -83.258317),  Route carried "on" structure: US 11,  Year Built: 1967,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 12,711 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,936 (year 2040),  Design Load: HS 20,  Features Intersected: THOMPSON CREEK,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.960,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 32SR0340,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.71m (2.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $356,000 ( Estimate for 2020)

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Structure Number: 32SR0660001,  Location: NEAR JCT SR474 (Lat: 36.175317,  Lng: -83.346217),  Route carried "on" structure: State highway 66,  Year Built: 2017,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 2,301 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,680 (year 2040),  Design Load: HL 93,  Features Intersected: SR 160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.919,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32SR0660003,  Location: NEAR JCT SR474 (Lat: 36.177000,  Lng: -83.347950),  Route carried "on" structure: State highway 66,  Year Built: 2017,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 2,301 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,680 (year 2040),  Design Load: HL 93,  Features Intersected: NFA 02522
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.128,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32SR1130001,  Location: 1.1 MI SE JCT SR32&SR113 (Lat: 36.166583,  Lng: -83.258267),  Route carried "on" structure: State highway 113,  Year Built: 1990,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 835 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,360 (year 2040),  Design Load: HS 20,  Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft)

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

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Structure Number: 32SR1600001,  Location: .1 M SE OF COCKE CO LN (Lat: 36.128367,  Lng: -83.177550),  Route carried "on" structure: State highway 160,  Year Built: 1958,  Status: Open,  Structure Length: 11.33m (37.17ft),  Average Daily Traffic: 3,273 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,232 (year 2040),  Design Load: HS 20,  Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.21m (40.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,876,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $4,315,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR1600003,  Location: .7 M NW OF I81 (Lat: 36.158517,  Lng: -83.212183),  Route carried "on" structure: State highway 160,  Year Built: 1950,  Status: Posted for load,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 3,273 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,232 (year 2041),  Design Load: H 20,  Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.941,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.66m (8.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $215,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR1600004,  Location: .8 M NW OF I81 (Lat: 36.158167,  Lng: -83.212300),  Route carried "on" structure: State highway 160,  Year Built: 1968,  Status: Posted for load,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 3,273 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,232 (year 2040),  Design Load: H 20,  Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.909,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.48m (8.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $668,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32SR1600017,  Location: S OF US11E AT AIRPORT (Lat: 36.170500,  Lng: -83.385300),  Route carried "on" structure: State highway 160,  Year Built: 1986,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 11,396 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,480 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.400,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.86m (15.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,116,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,675,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32SR1600018,  Location: S OF US11E AT AIRPORT (Lat: 36.170717,  Lng: -83.368467),  Route carried "on" structure: State highway 160,  Year Built: 1992,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 11,396 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,480 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.400,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.08m (16.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,053,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,580,000 ( Estimate for 2020),  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: 32SR1600019,  Location: .7 M NW JCT OF SR32&SR160 (Lat: 36.193117,  Lng: -83.279167),  Route carried "on" structure: State highway 160,  Year Built: 1992,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 19,812 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,664 (year 2040),  Design Load: HS 20,  Features Intersected: SR 343 & BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.794,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32SR160002,  Location: .7 M NW JCT OF SR32&SR160 (Lat: 36.192850,  Lng: -83.279167),  Route carried "on" structure: State highway 160,  Year Built: 1992,  Status: Open,  Structure Length: 9.98m (32.74ft),  Average Daily Traffic: 19,812 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,664 (year 2040),  Design Load: HS 20,  Features Intersected: SR 343 & BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.794,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 32SR1600021,  Location: 5 MI SW OF JCT SR32&SR160 (Lat: 36.188183,  Lng: -83.306400),  Route carried "on" structure: State highway 160,  Year Built: 1992,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 18,503 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,440 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.385,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 32SR1600022,  Location: 5 M SW OF JCT SR32&SR160 (Lat: 36.187917,  Lng: -83.306278),  Route carried "on" structure: State highway 160,  Year Built: 1992,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 18,503 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,440 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.385,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 32SR4740001,  Location: BTWN SR160 & SR34 (Lat: 36.188017,  Lng: -83.357467),  Route carried "on" structure: State highway 474,  Year Built: 2004,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 7,837 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,016 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.094,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45I00810013,  Location: .83 MI FROM HAMBLEN CO LN (Lat: 36.130083,  Lng: -83.324783),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 39,764 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 65,904 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $431,000 ( Estimate for 2020)

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Structure Number: 45I00810015,  Location: .78 MI FROM HAMBLEN CO LN (Lat: 36.130333,  Lng: -83.307317),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 39,764 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 65,904 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 2518 HARDY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.1 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: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.91m (9.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $722,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,084,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45I00810016,  Location: .78 MI FROM HAMBLEN CO LN (Lat: 36.130667,  Lng: -83.307683),  Route carried "on" structure: Interstate 81,  Year Built: 1967,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 39,764 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 63,622 (year 2042),  Design Load: HS 20,  Features Intersected: NFA 2518 HARDY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32043170003,  Location: CITY OF MORRISTOWN (Lat: 36.213283,  Lng: -83.293867),  Route carried "under" structure: City street 4317,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,149 (year 2020),  Truck Traffic: 3%,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.982,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Length of Maximum Span: 11.2m (36.7ft)

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Structure Number: 32043170005,  Location: CITY OF MORRISTOWN (Lat: 36.213367,  Lng: -83.293167),  Route carried "under" structure: City street 4317,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,149 (year 2020),  Truck Traffic: 3%,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.062,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Length of Maximum Span: 10.8m (35.4ft)

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Structure Number: 32043170009,  Location: CITY OF MORRISTOWN (Lat: 36.213833,  Lng: -83.292333),  Route carried "under" structure: City street 4317,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 4,149 (year 2020),  Truck Traffic: 3%,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 1.151,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 320A6830001,  Location: CITY OF MORRISTOWN (Lat: 36.213200,  Lng: -83.294133),  Route carried "under" structure: City street 683,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2022),  Truck Traffic: 2%,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.30m (14.11ft),  Kilometerpoint: 0.290,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: 320A6830003,  Location: CITY OF MORRISTOWN (Lat: 36.212750,  Lng: -83.293817),  Route carried "under" structure: City street 683,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2022),  Truck Traffic: 5%,  Features Intersected: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.15m (13.62ft),  Kilometerpoint: 0.312,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Length of Maximum Span: 7.5m (24.6ft)

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Structure Number: 32I00810005,  Location: NEAR MORRISTOWN TN (Lat: 36.136533,  Lng: -83.280200),  Route carried "under" structure: Interstate 81,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 39,764 (year 2020),  Truck Traffic: 32%,  Features Intersected: SR 32,  Facility Carried by Structure: FAP 32
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.604,  Lanes on structure: 50,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 32I00810009,  Location: JUST NE OF SR32 EXIT (Lat: 36.138500,  Lng: -83.272033),  Route carried "under" structure: County highway 1307,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,385 (year 2020),  Truck Traffic: 3%,  Features Intersected: I81 RL,  Facility Carried by Structure: I81 RL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 32I0081001,  Location: JUST NE OF SR32 EXIT (Lat: 36.138517,  Lng: -83.271717),  Route carried "under" structure: County highway 1307,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,385 (year 2020),  Truck Traffic: 3%,  Features Intersected: I81 LL,  Facility Carried by Structure: I81 LL
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 32I00810011,  Location: NE OF SR32 EXCHANGE (Lat: 36.145233,  Lng: -83.255183),  Route carried "under" structure: County highway 2461,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 594 (year 2020),  Truck Traffic: 4%,  Features Intersected: I81 RL,  Facility Carried by Structure: I81 RL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 32I00810012,  Location: NE OF SR32 EXCHANGE (Lat: 36.145450,  Lng: -83.255300),  Route carried "under" structure: County highway 2461,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 594 (year 2020),  Truck Traffic: 4%,  Features Intersected: I81 LL,  Facility Carried by Structure: I81 LL
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 2.623,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 32I00810013,  Location: JUST SW OF SR160 EXIT (Lat: 36.164983,  Lng: -83.223050),  Route carried "under" structure: County highway 207,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 220 (year 2022),  Truck Traffic: 2%,  Features Intersected: I81 RL,  Facility Carried by Structure: I81 RL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.106,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 32I00810014,  Location: JUST SW OF SR160 EXIT (Lat: 36.165517,  Lng: -83.222933),  Route carried "under" structure: County highway 207,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 220 (year 2022),  Truck Traffic: 2%,  Features Intersected: I81 LL,  Facility Carried by Structure: I81 LL
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 0.169,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 32I00810015,  Location: NEAR MORRISTOWN TENN. (Lat: 36.167633,  Lng: -83.218650),  Route carried "under" structure: Interstate 81,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 37%,  Features Intersected: SR 160,  Facility Carried by Structure: FAP 160
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 7.210,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 32I00810016,  Location: NEAR MORRISTOWN TENN. (Lat: 36.167567,  Lng: -83.218800),  Route carried "under" structure: Interstate 81,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Features Intersected: SR 160,  Facility Carried by Structure: FAP 160
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.194,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 32I00810023,  Location: NEAR MORRISTOWN TENN. (Lat: 36.172483,  Lng: -83.210867),  Route carried "under" structure: Interstate 81,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Features Intersected: MC CLESTER RD (NFA A512),  Facility Carried by Structure: NFA A512
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.095,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.4m (158.8ft)

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Structure Number: 32I00810027,  Location: SW OF FISH HATCHERY RD (Lat: 36.183517,  Lng: -83.193267),  Route carried "under" structure: County highway 506,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 140 (year 2022),  Truck Traffic: 2%,  Features Intersected: I81 RL,  Facility Carried by Structure: I81 RL
Minimum Vertical Clearance: 9.86m (32.35ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 32I00810028,  Location: SW OF FISH HATCHERY RD (Lat: 36.183900,  Lng: -83.193567),  Route carried "under" structure: County highway 506,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 140 (year 2022),  Truck Traffic: 2%,  Features Intersected: I81 LL,  Facility Carried by Structure: I81 LL
Minimum Vertical Clearance: 8.92m (29.27ft),  Kilometerpoint: 1.923,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 32I00810031,  Location: FISH HACTHERY RD EXCHANGE (Lat: 36.193267,  Lng: -83.173617),  Route carried "under" structure: State highway 340,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,594 (year 2020),  Truck Traffic: 5%,  Features Intersected: I81 RL,  Facility Carried by Structure: I81 RL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 32I00810032,  Location: FISH HATCHERY RD EXCHANGE (Lat: 36.193600,  Lng: -83.173783),  Route carried "under" structure: State highway 340,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,594 (year 2020),  Truck Traffic: 5%,  Features Intersected: I81 LL,  Facility Carried by Structure: I81 LL
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 32I00810037,  Location: JUST SW OF GREENE CO LINE (Lat: 36.197067,  Lng: -83.152433),  Route carried "under" structure: County highway 451,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Features Intersected: I81 RL,  Facility Carried by Structure: I81 RL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.484,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 32I00810038,  Location: JUST SW OF GREENE CO LINE (Lat: 36.197450,  Lng: -83.153033),  Route carried "under" structure: County highway 451,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Features Intersected: I81 LL,  Facility Carried by Structure: I81 LL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.433,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 32SR0320003,  Location: NEAR MORRISTOWN TENN. (Lat: 36.213917,  Lng: -83.292400),  Route carried "under" structure: US 25,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,183 (year 2020),  Truck Traffic: 4%,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: PEDESTRAIN WALKWAY
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 6.502,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 32SR0320005,  Location: NEAR MORRISTOWN TENN. (Lat: 36.214083,  Lng: -83.292317),  Route carried "under" structure: US 25,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 9,183 (year 2020),  Truck Traffic: 4%,  Features Intersected: PEDESTRAIN WALKWAY,  Facility Carried by Structure: PEDESTRAIN WALKWAY
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.518,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)