Bridge Statistics for Mayfield, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 42B00008N,  Location: 1.0 MI NOR. OF JKSN PUR P (Lat: 36.784167,  Lng: -88.645278),  Route carried "on" structure: US 45,  Year Built: 1968,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 16,933 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,917 (year 2039),  Design Load: HS 20,  Features Intersected: KEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.625,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42B00009N,  Location: 1 MI N OF JCT KY 58-80 (Lat: 36.775556,  Lng: -88.595833),  Route carried "on" structure: State highway 131,  Year Built: 1967,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 3,390 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,983 (year 2040),  Design Load: HS 20,  Features Intersected: JACKSON PURCHASE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42B00010N,  Location: .60 MI NOR. OF JKSN PUR P (Lat: 36.784722,  Lng: -88.595556),  Route carried "on" structure: State highway 131,  Year Built: 1930,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,850 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,508 (year 2039),  Design Load: H 15,  Features Intersected: CROWLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.791,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 42B00036N,  Location: .40 MI WEST OF JCT KY 171 (Lat: 36.749444,  Lng: -88.616389),  Route carried "on" structure: State highway 58,  Year Built: 1928,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 6,310 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,552 (year 2038),  Features Intersected: MAYFIELD CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 42B00061N,  Location: .80 MI EAST OF JCT KY 121 (Lat: 36.736944,  Lng: -88.619722),  Route carried "on" structure: State highway 464,  Year Built: 1955,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,340 (year 2019),  Average Future Daily Traffic: 1,179 (year 2039),  Design Load: H 15,  Features Intersected: TRIB TO DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 42B00062N,  Location: 1.3 MI EAST OF JCT KY 121 (Lat: 36.736944,  Lng: -88.610833),  Route carried "on" structure: State highway 464,  Year Built: 1955,  Status: Posted for load,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 1,340 (year 2019),  Average Future Daily Traffic: 1,179 (year 2039),  Design Load: H 15,  Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $684,000,  Total Project Cost: $684,000,  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: 42B00063N,  Location: 1.6 MI EAST OF JCT KY 121 (Lat: 36.736667,  Lng: -88.606111),  Route carried "on" structure: State highway 464,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,340 (year 2019),  Average Future Daily Traffic: 1,179 (year 2039),  Design Load: H 15,  Features Intersected: TRIB TO VULTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.525,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 42B00080N,  Location: 1.5 MI SOU. OF JCT KY 121 (Lat: 36.708611,  Lng: -88.632222),  Route carried "on" structure: State highway 303,  Year Built: 1935,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,320 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,947 (year 2037),  Design Load: H 15,  Features Intersected: BRANCH OF KESS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.736,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 42B00081N,  Location: .05 MI NOR. OF JCT KY 189 (Lat: 36.679167,  Lng: -88.632500),  Route carried "on" structure: State highway 303,  Year Built: 1935,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,320 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,681 (year 2037),  Design Load: H 15,  Features Intersected: FORK OF MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.473,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 42B00092N,  Location: .60 MI NOR. OF JCT KY 166 (Lat: 36.730556,  Lng: -88.654444),  Route carried "on" structure: US 45,  Year Built: 1956,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,439 (year 2020),  Average Future Daily Traffic: 2,268 (year 2040),  Design Load: H 20,  Features Intersected: RED DUCK CREEK,  Facility Carried by Structure: FULTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 42B00107N,  Location: .40 MI WEST OF JCT KY 384 (Lat: 36.750000,  Lng: -88.710556),  Route carried "on" structure: State highway 80,  Year Built: 1926,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,145 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,887 (year 2039),  Features Intersected: BRADLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.375,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 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: July 2020

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Structure Number: 42B00110N,  Location: .30 MI EAST OF JCT KY 384 (Lat: 36.743333,  Lng: -88.700000),  Route carried "on" structure: State highway 80,  Year Built: 1928,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 3,312 (year 2018),  Average Future Daily Traffic: 2,914 (year 2038),  Features Intersected: POWERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.558,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 42B00146N,  Location: 1.0 MI EAST OF JCT KY 940 (Lat: 36.728611,  Lng: -88.577222),  Route carried "on" structure: State highway 464,  Year Built: 1959,  Status: Posted for load,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 665 (year 2019),  Average Future Daily Traffic: 585 (year 2039),  Design Load: H 15,  Features Intersected: VULTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.613,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $536,000,  Total Project Cost: $536,000,  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: 42B00153N,  Location: .75 W OF US 45 VIA CR5269 (Lat: 36.722500,  Lng: -88.684444),  Route carried "on" structure: County highway 1351,  Year Built: 1967,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 9,054 (year 2015),  Average Future Daily Traffic: 2,035 (year 2035),  Design Load: H 20,  Features Intersected: JACKSON PURCHASE PARKWAY,  Facility Carried by Structure: CARDINAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.535,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 42B00155L,  Location: SBL @N-NTRCH US 45 BYPASS (Lat: 36.767222,  Lng: -88.643056),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 5,468 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,850 (year 2040),  Design Load: HS 20,  Features Intersected: US 45,  Facility Carried by Structure: JULIAN M CAROLL PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.688,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 42B00155R,  Location: NBL @N-NTRCH US 45 BYPASS (Lat: 36.767222,  Lng: -88.643056),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: US 45,  Facility Carried by Structure: JC-9003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.731,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 42B00156L,  Location: SBL .20 MI E OF US45N NTR (Lat: 36.769167,  Lng: -88.637500),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: P&L RAILWAY,  Facility Carried by Structure: JULIAN M CAROLL PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 42B00156R,  Location: NBL .20 MI E OF US45N NTR (Lat: 36.768889,  Lng: -88.637500),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: P&L RAILWAY,  Facility Carried by Structure: JC-9003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.279,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 42B00157L,  Location: SBL .50 MI E OF US45N NTR (Lat: 36.769444,  Lng: -88.631389),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK,  Facility Carried by Structure: JULIAN M CAROLL PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42B00157R,  Location: NBL .50 MI E OF US45N NTR (Lat: 36.769167,  Lng: -88.631389),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK,  Facility Carried by Structure: JC-9003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.829,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 42B00158L,  Location: SBL .75 MI E OF US45N NTR (Lat: 36.769444,  Lng: -88.627500),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK OVERFLOW,  Facility Carried by Structure: JULIAN M CAROLL PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.151,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42B00158R,  Location: NBL .75 MI E OF US45N NTR (Lat: 36.769167,  Lng: -88.627500),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK OVERFLOW,  Facility Carried by Structure: JC-9003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.190,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 42B00159L,  Location: SBL 1.0 MI E OF US45N NTR (Lat: 36.769444,  Lng: -88.623333),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK OVERFLOW,  Facility Carried by Structure: JULIAN M CAROLL PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 42B00159R,  Location: NBL 1.0 MI E OF US45N NTR (Lat: 36.769444,  Lng: -88.623333),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 3,644 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 4,445 (year 2040),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK OVERFLOW,  Facility Carried by Structure: JC-9003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.555,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 42B00160N,  Location: 1. MI N OF JCT KY 58-80 (Lat: 36.770556,  Lng: -88.610556),  Route carried "on" structure: County highway 1011,  Year Built: 1967,  Status: Posted for load,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 444 (year 2010),  Average Future Daily Traffic: 386 (year 2030),  Design Load: H 20,  Features Intersected: JACKSON PURCHASE PARKWAY,  Facility Carried by Structure: HOPEWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.934,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.5 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 42B00161N,  Location: 1 MI N OF JCT KY 58-80 (Lat: 36.778056,  Lng: -88.582222),  Route carried "on" structure: County highway 1093,  Year Built: 1967,  Status: Posted for load,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 234 (year 2006),  Average Future Daily Traffic: 234 (year 2026),  Design Load: H 20,  Features Intersected: JACKSON PURCHASE PARKWAY,  Facility Carried by Structure: TWIN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.074,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 42B00192N,  Location: .60 MI S.E. OF JCT KY 80 (Lat: 36.744167,  Lng: -88.607222),  Route carried "on" structure: State highway 1710,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 617 (year 2019),  Average Future Daily Traffic: 536 (year 2039),  Design Load: H 15,  Features Intersected: BRANCH OF DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.024,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 42B00193N,  Location: 1.1 MI N.W. OF JCT KY 464 (Lat: 36.736944,  Lng: -88.578611),  Route carried "on" structure: State highway 1710,  Year Built: 1958,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 617 (year 2019),  Average Future Daily Traffic: 536 (year 2039),  Design Load: H 15,  Features Intersected: UNNAME STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.885,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 42B00199N,  Location: OVER ICRR SOUTH - MAYFIEL (Lat: 36.735556,  Lng: -88.647500),  Route carried "on" structure: US 45,  Year Built: 1938,  Status: Posted for load,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 1,992 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,852 (year 2039),  Design Load: H 15,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.181,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.99m (3.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,203,000,  Total Project Cost: $1,202,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 42B00211N,  Location: 8.0 MI.-MARSHALL CO. LINE (Lat: 36.748333,  Lng: -88.618333),  Route carried "on" structure: State highway 58,  Year Built: 1982,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 6,310 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,552 (year 2038),  Design Load: HS 20,  Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.770,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 42B00215N,  Location: .3 MI. SOU. KY 80 (Lat: 36.737500,  Lng: -88.634722),  Route carried "on" structure: Business State highway 121,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,705 (year 2016),  Average Future Daily Traffic: 10,885 (year 2036),  Design Load: HS 20,  Features Intersected: RED DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.538,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 42B00258N,  Location: .5 MI. S JCT JACKSON PK (Lat: 36.757500,  Lng: -88.640833),  Route carried "on" structure: US 45,  Year Built: 1999,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 13,592 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,776 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OAK GROVE CREEK,  Facility Carried by Structure: PADUCAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.625,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 42B00259N,  Location: .1 MI E. JCT KY 121 BYP (Lat: 36.747222,  Lng: -88.620278),  Route carried "on" structure: State highway 58,  Year Built: 1928,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 6,310 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,552 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.554,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 66.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 42B00262N,  Location: .05 MI. N. JCT KY 121 (Lat: 36.716667,  Lng: -88.621389),  Route carried "on" structure: State highway 121,  Year Built: 1999,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 10,079 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,474 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: KESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.982,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 42B00263N,  Location: .17 MI. N JCT KY 464 (Lat: 36.739722,  Lng: -88.621111),  Route carried "on" structure: State highway 121,  Year Built: 1999,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 12,092 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,366 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RED DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.513,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 42B00264N,  Location: .3 MI W. JCT US 45 (Lat: 36.752500,  Lng: -88.644722),  Route carried "on" structure: State highway 121,  Year Built: 1999,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 8,031 (year 2019),  Average Future Daily Traffic: 7,549 (year 2039),  Features Intersected: OAK GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.894,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 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: July 2020

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Structure Number: 42B00272N,  Location: .52 MI N. OF JCT 58/80 (Lat: 36.749444,  Lng: -88.637500),  Route carried "on" structure: US 45,  Year Built: 2003,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 8,525 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,928 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OVER P & L RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.604,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $624,000,  Total Project Cost: $624,000,  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: 42B00274N,  Location: 1.1 MI NW OF U.S. 45 (Lat: 36.756944,  Lng: -88.656667),  Route carried "on" structure: State highway 121,  Year Built: 2003,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 8,031 (year 2019),  Average Future Daily Traffic: 7,468 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: OVER JULIAN CARROLL PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.216,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $678,000,  Total Project Cost: $678,000,  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: 42B00277L,  Location: .34 MI E OF JCT KY. 97 (Lat: 36.713611,  Lng: -88.615833),  Route carried "on" structure: State highway 80,  Year Built: 2008,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 4,109 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,862 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAYFIELD CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.282,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42B00277R,  Location: .3 MI E OF JCT KY 97 (Lat: 36.713611,  Lng: -88.615833),  Route carried "on" structure: State highway 80,  Year Built: 2008,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 4,109 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,862 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAYFIELD CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.285,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42B00278L,  Location: .5 MI E OF JCT KY 97 (Lat: 36.713056,  Lng: -88.613611),  Route carried "on" structure: State highway 80,  Year Built: 2008,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 4,109 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,862 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAYFIELD CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.509,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42B00278R,  Location: .5 MI E OF JCT KY. 97 (Lat: 36.712778,  Lng: -88.613611),  Route carried "on" structure: State highway 80,  Year Built: 2008,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 4,109 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,862 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAYFIELD CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.512,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing