Bridge Statistics for Nashville-Davidson, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 19I00650069,  Location: .3 M N JCT I24&I65 (Lat: 36.231061,  Lng: -86.770375),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 92,300 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 174,064 (year 2040),  Design Load: HS 20,  Features Intersected: EWING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.646,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $484,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $727,000 ( Estimate for 2020)

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Structure Number: 19I00650071,  Location: DICKERSON PK/I65 (Lat: 36.237281,  Lng: -86.757917),  Route carried "on" structure: US 31,  Year Built: 2005,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 17,365 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,784 (year 2042),  Design Load: HS 20,  Features Intersected: DICKERSON PIKE / I65,  Facility Carried by Structure: FAU 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.616,  Lanes on structure: 6,  Lanes under structure: 13,  Base Highway Network: Yes (Inventory Route: 19SR0110,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19I00650073,  Location: BRILEY PARKWAY (Lat: 36.240681,  Lng: -86.751194),  Route carried "on" structure: State highway 155,  Year Built: 2005,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 64,364 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 102,982 (year 2042),  Design Load: HS 20,  Features Intersected: BRILEY PKWY / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.349,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 19SR1550,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 19I00650077,  Location: IN NASHVILLE (Lat: 36.250086,  Lng: -86.741583),  Route carried "on" structure: City street 4933,  Year Built: 2000,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 16,246 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,994 (year 2042),  Design Load: HS 20,  Features Intersected: DUE WEST AVENUE / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.78m (22.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $779,000 ( Estimate for 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: 19I00650079,  Location: IN NASHVILLE (Lat: 36.255411,  Lng: -86.738747),  Route carried "on" structure: City street 266,  Year Built: 2003,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 800 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,280 (year 2042),  Design Load: HS 20,  Features Intersected: CHADWELL DRIVE / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.319,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19I00650081,  Location: EXIT 92 (MADISON EXIT) (Lat: 36.264789,  Lng: -86.737856),  Route carried "on" structure: State highway 45,  Year Built: 2006,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 23,110 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,976 (year 2042),  Design Load: HS 20,  Features Intersected: OLD HICKORY BLVD / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.238,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19I00650083,  Location: I65/NESBITT LANE (Lat: 36.272225,  Lng: -86.735928),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.24m (10.63ft),  Average Daily Traffic: 164,383 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 263,013 (year 2042),  Design Load: HS 20,  Features Intersected: I65 / NESBITT LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.649,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 52.3m (171.6ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.24m (10.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 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: 19I00650085,  Location: I65/CUNNIFF PKWY (Lat: 36.283614,  Lng: -86.729981),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 164,383 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 263,013 (year 2042),  Design Load: HS 20,  Features Intersected: I65 / CUNNIFF PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.017,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 52.7m (172.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 19I00650087,  Location: 2.0 M N SR45&I65 (Lat: 36.287892,  Lng: -86.725492),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 164,383 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 263,013 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.693,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $349,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $524,000 ( Estimate for 2022)

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Structure Number: 19I00650089,  Location: IN NASHVILLE (Lat: 36.297781,  Lng: -86.713936),  Route carried "on" structure: City street 4930,  Year Built: 1988,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 9,335 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,936 (year 2042),  Design Load: HS 20,  Features Intersected: ALTA LOMA ROAD / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19I00650091,  Location: .05 M S JCT I65&TWO MILE (Lat: 36.306222,  Lng: -86.706031),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 94,057 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 150,491 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.348,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 44.3m (145.3ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 19I00650093,  Location: I65/TWO MILE PK (Lat: 36.308186,  Lng: -86.704325),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 94,057 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 150,491 (year 2042),  Design Load: HS 20,  Features Intersected: I65 / RIVERGATE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.605,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 76.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 19I00650095,  Location: .05 M S JCT SR174&I65 (Lat: 36.325672,  Lng: -86.705744),  Route carried "on" structure: Interstate 65,  Year Built: 1977,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 98,206 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 157,130 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.730,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 13 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: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $566,000 ( Estimate for 2022)

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Structure Number: 19I00650097,  Location: I65/EAST CEDAR ST (Lat: 36.325842,  Lng: -86.705808),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 98,206 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 157,130 (year 2042),  Design Load: HS 20,  Features Intersected: I65 RL / EAST CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.730,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19I00650098,  Location: I65-EAST CEDARST (Lat: 36.325711,  Lng: -86.706097),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 98,206 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 157,130 (year 2042),  Design Load: HS 20,  Features Intersected: I65 LL / EAST CEDAR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.730,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19I00650099,  Location: 1 MI S OF SR41 (Lat: 36.333514,  Lng: -86.709569),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 98,206 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 157,130 (year 2042),  Design Load: HS 20,  Features Intersected: MANSKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.647,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19I006501,  Location: 1 MI S OF SR41 (Lat: 36.333742,  Lng: -86.710047),  Route carried "on" structure: Interstate 65,  Year Built: 1968,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 98,206 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 157,130 (year 2042),  Design Load: HS 20,  Features Intersected: MANSKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.647,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19I00650103,  Location: NEAR I-65-I24 INTERCHANGE (Lat: 36.223550,  Lng: -86.774139),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 2000,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 135,743 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 217,189 (year 2042),  Design Load: HS 20,  Features Intersected: I65 RMP B STR 14 / I65 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.745,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.2 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: 22.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $580,000 ( Estimate for 2022),  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: 19I00650105,  Location: I65-BERRY RD (Lat: 36.119031,  Lng: -86.773497),  Route carried "on" structure: Interstate 65,  Year Built: 1972,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 117,786 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 188,458 (year 2042),  Design Load: HS 20,  Features Intersected: I65 / BERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.962,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 19I00650107,  Location: IN GOODLETTSVILLE (Lat: 36.323853,  Lng: -86.704828),  Route carried "on" structure: Interstate 65,  Year Built: 1977,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 96,143 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 153,829 (year 2042),  Design Load: HS 20,  Features Intersected: I65 RL / LONG HOLLOW PIK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.488,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19I00650108,  Location: IN GOODLETTSVILLE (Lat: 36.323772,  Lng: -86.705094),  Route carried "on" structure: Interstate 65,  Year Built: 1977,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 96,143 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 153,829 (year 2042),  Design Load: HS 20,  Features Intersected: I65 LL / LONG HOLLOW PIK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.488,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19I00650111,  Location: IN NASHVILLE (Lat: 36.295811,  Lng: -86.719611),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 164,383 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 263,013 (year 2042),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.417,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $285,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $428,000 ( Estimate for 2022)

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Structure Number: 19I00650113,  Location: I440-I65 LOOP@MELROSE I/C (Lat: 36.115772,  Lng: -86.774044),  Route carried "on" structure: Interstate 440,  Year Built: 1985,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 31.57m (103.58ft),  Average Daily Traffic: 99,333 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 158,933 (year 2041),  Design Load: HS 20,  Features Intersected: L4-SN167-RL/L3-SN164&165
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.821,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 85.9m (281.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 19.1 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: 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  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: 19I00650114,  Location: I440-I65 LOOP@MELROSE I/C (Lat: 36.115772,  Lng: -86.774044),  Route carried "on" structure: Interstate 440,  Year Built: 1985,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 31.57m (103.58ft),  Average Daily Traffic: 99,333 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 158,933 (year 2041),  Design Load: HS 20,  Features Intersected: L4-SN167-RL/L3-SN164&165
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.821,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 85.9m (281.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 19.8 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: 15.2 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  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: 19I00650115,  Location: IN NASHVILLE @ RIVERGATE (Lat: 36.303864,  Lng: -86.708700),  Route carried "on" structure: State highway 386,  Year Built: 1985,  Status: Open,  Structure Length: 66.69m (218.80ft),  Average Daily Traffic: 71,144 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 113,830 (year 2042),  Design Load: HS 20,  Features Intersected: SR386/I65-1017-A380-CSX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 39.4m (129.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 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: 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,  Length Of Structure Improvement: 66.69m (218.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $9,467,000,  Roadway Improvement Cost: $947,000,  Total Project Cost: $14,201,000 ( Estimate for 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: 19I00650117,  Location: 1 M. S. SR 155 @ I65 (Lat: 36.101336,  Lng: -86.765231),  Route carried "on" structure: City street 4888,  Year Built: 1985,  Status: Posted for load,  Structure Length: 34.05m (111.71ft),  Average Daily Traffic: 11,073 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,717 (year 2042),  Design Load: HS 20,  Features Intersected: ARMORY DR/I65-RR-POWELL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 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: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 19I00650119,  Location: I440-I65 @ MELROSE I/C (Lat: 36.118128,  Lng: -86.774578),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1985,  Status: Posted for load,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 117,786 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 188,458 (year 2042),  Design Load: HS 20,  Features Intersected: FRANKLIN PK. & BERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.865,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.3m (201.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 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: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  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: 19I00650121,  Location: I440-I65 LOOP@MELROSE I/C (Lat: 36.114822,  Lng: -86.773997),  Route carried "on" structure: Interstate 440,  Year Built: 1985,  Status: Open,  Structure Length: 21.49m (70.51ft),  Average Daily Traffic: 99,333 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,848 (year 2040),  Design Load: HS 20,  Features Intersected: L3-SN165-RL /L2-SN162 16
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 7.854,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.49m (70.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,714,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,572,000 ( Estimate for 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: 19I00650122,  Location: I440-I65LOOP@MELROSE I/C (Lat: 36.115669,  Lng: -86.773972),  Route carried "on" structure: Interstate 440,  Year Built: 1985,  Status: Open,  Structure Length: 21.24m (69.69ft),  Average Daily Traffic: 99,333 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 174,848 (year 2040),  Design Load: HS 20,  Features Intersected: L3-SN164-LL /L2-SN162&16
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 7.886,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.7 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: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.24m (69.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,691,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $2,537,000 ( Estimate for 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: 19I00650123,  Location: I440-I65 @ MELROSE I/C (Lat: 36.115250,  Lng: -86.772694),  Route carried "on" structure: Interstate 65,  Year Built: 1985,  Status: Posted for load,  Structure Length: 15.67m (51.41ft),  Average Daily Traffic: 169,394 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 271,030 (year 2042),  Design Load: HS 20,  Features Intersected: L2-I65-RL-SN162/L1-I65&S
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 9.608,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.67m (51.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Bridge Improvement Cost: $3,977,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $5,966,000 ( Estimate for 2022),  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: 19I00650124,  Location: I440-I65 @ MELROSE I/C (Lat: 36.115817,  Lng: -86.773469),  Route carried "on" structure: Interstate 65,  Year Built: 1985,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 169,394 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 271,030 (year 2042),  Design Load: HS 20,  Features Intersected: L2-I65-LL-SN163/L1-I65&S
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 9.624,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.08m (46.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Bridge Improvement Cost: $1,106,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,660,000 ( Estimate for 2022),  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: 19I00650125,  Location: I440 LOOP AT MELROSE I/C (Lat: 36.115719,  Lng: -86.772006),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1985,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 169,394 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 271,030 (year 2042),  Design Load: HS 20,  Features Intersected: I65-RAMP-NE / CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.576,  Lanes on structure: 2,  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: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2022),  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: 19I00650127,  Location: I440 LOOP AT MELROSE I/C (Lat: 36.114661,  Lng: -86.771797),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1990,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 169,394 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 271,030 (year 2042),  Design Load: HS 20,  Features Intersected: I65-RAMP-SE / CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.093,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 19I00650129,  Location: I65-SB-RMP-BE/B.P.-RMP-DC (Lat: 36.241800,  Lng: -86.755650),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 2004,  Status: Open,  Structure Length: 9.22m (30.25ft),  Average Daily Traffic: 152,132 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 243,411 (year 2042),  Design Load: HS 20,  Features Intersected: I65-SB-RMP-BE/B.P.RMP-DC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.945,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: 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: 19I00650131,  Location: BRILEY PK -I65 (Lat: 36.240806,  Lng: -86.751064),  Route carried "on" structure: Ramp State highway 155,  Year Built: 2000,  Status: Open,  Structure Length: 12.73m (41.77ft),  Average Daily Traffic: 64,364 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 102,982 (year 2042),  Design Load: HS 20,  Features Intersected: BRILEY PKWY RMP-BF / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.366,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 19SR1550,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 19I00650133,  Location: I40-I65 INTERCHANGE - C3 (Lat: 36.173561,  Lng: -86.801083),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 107,349 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 171,758 (year 2042),  Design Load: HS 20,  Features Intersected: I65-STR 14 / I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.760,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.9 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 19I00650135,  Location: I65 / ARTHUR AV (Lat: 36.177053,  Lng: -86.800731),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 107,349 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 171,758 (year 2042),  Design Load: HS 20,  Features Intersected: I65 RL / ARTHUR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.162,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 19I00650,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up