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

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Structure Number: 32FA0620001,  Location: IN MORRISTOWN (Lat: 36.204200,  Lng: -83.318633),  Route carried "on" structure: State highway 34,  Year Built: 1970,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 19,565 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,280 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.716,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $814,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,222,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32FA0620003,  Location: IN MORRISTOWN (Lat: 36.209233,  Lng: -83.295350),  Route carried "on" structure: US 11,  Year Built: 1971,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 16,042 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,568 (year 2040),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.098,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 32FA0620005,  Location: IN MORRISTOWN (Lat: 36.236517,  Lng: -83.235617),  Route carried "on" structure: City street 1311,  Year Built: 1975,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 17,653 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,160 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.035,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: Fair,  Culverts: Fair,  Operating Rating: 68.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.77m (2.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $353,000 ( Estimate for 2019)

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Structure Number: 32I00810005,  Location: .4 M W OF HAMBLEN JEFF CO (Lat: 36.136533,  Lng: -83.280200),  Route carried "on" structure: US 25,  Year Built: 2014,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 11,153 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,400 (year 2040),  Design Load: HL 93,  Features Intersected: SR 32 RL / I81,  Facility Carried by Structure: FAP 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.410,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.4m (116.1ft)

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: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32I00810009,  Location: .85MI.FROM JEFFERSON CO.L (Lat: 36.138500,  Lng: -83.272033),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 54,576 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 1307
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I0081001,  Location: .85 M FR JEFFERSON CO LN (Lat: 36.138517,  Lng: -83.271717),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 54,576 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 1307
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810011,  Location: 1.90M.FROM JEFFERSON CO.L (Lat: 36.145233,  Lng: -83.255183),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 54,576 (year 2041),  Design Load: HS 20,  Features Intersected: NFA 2461 - HALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.4 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.55m (11.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $767,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,151,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810012,  Location: 1.90M.FROM JEFFERSON CO.L (Lat: 36.145450,  Lng: -83.255300),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 54,576 (year 2041),  Design Load: HS 20,  Features Intersected: NFA 2461 - HALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.4 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810013,  Location: 4.16M.FROM JEFFERSON CO.L (Lat: 36.156733,  Lng: -83.222900),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 54,576 (year 2040),  Design Load: HS 20,  Features Intersected: NFA B207-LOWLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.727,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $1,186,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,780,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810014,  Location: 4.16M.FROM JEFFERSON CO.L (Lat: 36.165517,  Lng: -83.222933),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 34,139 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 54,576 (year 2040),  Design Load: HS 20,  Features Intersected: NFA B207-LOWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.727,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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,  Length Of Structure Improvement: 5.99m (19.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $161,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810015,  Location: NEAR MORRISTOWM (Lat: 36.167633,  Lng: -83.218650),  Route carried "on" structure: State highway 160,  Year Built: 1968,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 3,273 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,232 (year 2040),  Design Load: HS 20,  Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.148,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: 36.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810016,  Location: NEAR MORRISTOWN (Lat: 36.167567,  Lng: -83.218800),  Route carried "on" structure: State highway 160,  Year Built: 1968,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 3,273 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,232 (year 2040),  Design Load: HS 20,  Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.148,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810019,  Location: 4.70M.FROM JEFFERSON CO.L (Lat: 36.169500,  Lng: -83.215650),  Route carried "on" structure: Interstate 81,  Year Built: 1970,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 64,368 (year 2041),  Design Load: HS 20,  Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Poor,  Culverts: Serious,  Operating Rating: 44.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.68m (2.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $410,000 ( Estimate for 2021)

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Structure Number: 32I00810021,  Location: 4.77M.FROM JEFFERSON CO.L (Lat: 36.170433,  Lng: -83.214367),  Route carried "on" structure: Interstate 81,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 64,368 (year 2040),  Design Load: HS 20,  Features Intersected: EAST FORK FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.709,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $470,000 ( Estimate for 2020)

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Structure Number: 32I00810023,  Location: NEAR MORRISTOWN (Lat: 36.172483,  Lng: -83.210867),  Route carried "on" structure: County highway 512,  Year Built: 1967,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: H 20,  Features Intersected: I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 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,  Deck Geometry: Better than 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810025,  Location: 6.23M.FROM JEFFERSON CO.L (Lat: 36.183250,  Lng: -83.193700),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 64,368 (year 2040),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.042,  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: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $365,000 ( Estimate for 2020)

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Structure Number: 32I00810027,  Location: NB27M.FROM JEFFERSON CO.L (Lat: 36.183517,  Lng: -83.193267),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 65,512 (year 2042),  Design Load: HS 20,  Features Intersected: NFA A506
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810028,  Location: 6.27M.FROM JEFFERSON CO.L (Lat: 36.183900,  Lng: -83.193567),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 65,512 (year 2042),  Design Load: HS 20,  Features Intersected: NFA A506
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810029,  Location: 7.49M.FROM JEFFERSON CO.L (Lat: 36.192367,  Lng: -83.173583),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 64,368 (year 2040),  Design Load: HS 20,  Features Intersected: HALES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.086,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.87m (2.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $449,000 ( Estimate for 2020)

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Structure Number: 32I00810031,  Location: 7.56M.FROM JEFFERSON CO.L (Lat: 36.193267,  Lng: -83.173617),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 64,368 (year 2040),  Design Load: HS 20,  Features Intersected: SR 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.199,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.5 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 minimum criteria,  Deck Geometry: Better than 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810032,  Location: 7.56 M FR JEFFERSON CO LN (Lat: 36.193600,  Lng: -83.173783),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 40,945 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 64,368 (year 2041),  Design Load: HS 20,  Features Intersected: SR 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.199,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810033,  Location: 8.30M.FROM JEFFERSON CO.L (Lat: 36.196017,  Lng: -83.160833),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 40,856 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 62,112 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.390,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810034,  Location: 8.30M.FROM JEFFERSON CO.L (Lat: 36.196400,  Lng: -83.160583),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 40,856 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 62,112 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.390,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810035,  Location: 8.46M.FROM JEFFERSON CO.L (Lat: 36.196300,  Lng: -83.157983),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 40,856 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 62,112 (year 2041),  Design Load: HS 20,  Features Intersected: BENT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  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: 25.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810036,  Location: 8.46 M FR JEFFERSON CO LN (Lat: 36.196917,  Lng: -83.157567),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 40,856 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 62,112 (year 2041),  Design Load: HS 20,  Features Intersected: BENT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.631,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  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: 25.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810037,  Location: 8.77M.FROM JEFFERSON CO.L (Lat: 36.197067,  Lng: -83.152433),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 40,856 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 62,112 (year 2040),  Design Load: HS 20,  Features Intersected: BENT CREEK RD & BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.146,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $401,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810038,  Location: 8.77M.FROM JEFFERSON CO.L (Lat: 36.197450,  Lng: -83.153033),  Route carried "on" structure: Interstate 81,  Year Built: 1972,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 40,856 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 62,112 (year 2040),  Design Load: HS 20,  Features Intersected: BENT CREEK RD & BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.146,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.0 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,334,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $2,002,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32I00810041,  Location: 0.24M.FROM JEFFERSON CO.L (Lat: 36.136503,  Lng: -83.282875),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 2013,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 39,764 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 63,622 (year 2042),  Design Load: HL 93,  Features Intersected: SR-32 RAMP/NORF SO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 32M38430001,  Location: IN MORRISTOWN CITY LIMITS (Lat: 36.207667,  Lng: -83.289283),  Route carried "on" structure: City street 3843,  Year Built: 1997,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,037 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,096 (year 2039),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 32M38440001,  Location: .4 M SW OF MORRISTOWN (Lat: 36.208983,  Lng: -83.295500),  Route carried "on" structure: City street 3844,  Year Built: 1971,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 2,466 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,688 (year 2039),  Design Load: H 15,  Features Intersected: WEST FORK TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.81m (2.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32S23580001,  Location: 1 M SE OF I81 (Lat: 36.205967,  Lng: -83.189333),  Route carried "on" structure: State highway 340,  Year Built: 1941,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,594 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,912 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.597,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 11.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $244,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32S23580003,  Location: .3 M SE OF GREENE CO LN (Lat: 36.205900,  Lng: -83.187833),  Route carried "on" structure: State highway 340,  Year Built: 1941,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,594 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,550 (year 2041),  Design Load: H 15,  Features Intersected: HALE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.460,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $148,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32S23580005,  Location: BTWN I81 & GREENE CO. (Lat: 36.185217,  Lng: -83.167883),  Route carried "on" structure: State highway 340,  Year Built: 1984,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 1,438 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,301 (year 2041),  Design Load: HS 20,  Features Intersected: SOU RWY & BENT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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,  Inspection Date: March 2020,  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: 32S24880001,  Location: 3MI EAST OF SR32 (Lat: 36.243683,  Lng: -83.361617),  Route carried "on" structure: County highway 1320,  Year Built: 1950,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 618 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 944 (year 2039),  Design Load: HS 20,  Features Intersected: YOUNG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.704,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 32S24880003,  Location: 1.5 MI. NORTHWEST OF SR32 (Lat: 36.232517,  Lng: -83.313033),  Route carried "on" structure: County highway 1320,  Year Built: 1987,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,034 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,640 (year 2039),  Design Load: HS 20,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.565,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $140,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32S24880005,  Location: .1 M S OF SOU. RR (Lat: 36.221217,  Lng: -83.296867),  Route carried "on" structure: City street 1320,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,371 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,312 (year 2039),  Design Load: H 15,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.528,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32S26080001,  Location: 3MI NORTH OF US11E (Lat: 36.256933,  Lng: -83.273800),  Route carried "on" structure: County highway 1324,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,254 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,008 (year 2039),  Design Load: H 15,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32SR0320001,  Location: ON HANBLEN-GRANGER CO.LN. (Lat: 36.261250,  Lng: -83.283900),  Route carried "on" structure: US 25,  Year Built: 1982,  Status: Open,  Structure Length: 52.24m (171.39ft),  Average Daily Traffic: 28,224 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,158 (year 2041),  Design Load: HS 20,  Features Intersected: HOLSTON RIVER,  Facility Carried by Structure: FAP 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.884,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 101.5m (333.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.24m (171.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $38,089,000,  Roadway Improvement Cost: $3,809,000,  Total Project Cost: $57,134,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32SR0320007,  Location: SOUTH OF US-11E (Lat: 36.213667,  Lng: -83.260417),  Route carried "on" structure: City street 551,  Year Built: 2014,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 20,960 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,536 (year 2040),  Design Load: HL 93,  Features Intersected: SR-32,  Facility Carried by Structure: COLLEGE PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.22m (10.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,138,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,708,000 ( 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: 32SR0320009,  Location: SOUTH OF US-11E (Lat: 36.216683,  Lng: -83.257017),  Route carried "on" structure: US 32,  Year Built: 2014,  Status: Open,  Structure Length: 3.49m (11.45ft),  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: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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: 15.3m (50.2ft),  Out-to-Out Width: 15.7m (51.5ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.49m (11.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,036,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,555,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing