Bridge Statistics for Lexington-Fayette, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 34B00027L,  Location: SBL .4 MI S OF US27 S-NTR (Lat: 37.993889,  Lng: -84.513611),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Posted for load,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 32,963 (year 2018),  Average Future Daily Traffic: 36,589 (year 2038),  Design Load: HS 20,  Features Intersected: LANSDOWNE DRIVE,  Facility Carried by Structure: W NEW CIRCLE RD NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.368,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $643,000,  Total Project Cost: $642,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00027R,  Location: NBL .4 MI S OF US27 S-NTR (Lat: 37.993889,  Lng: -84.513611),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Posted for load,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 32,963 (year 2018),  Average Future Daily Traffic: 36,589 (year 2038),  Design Load: HS 20,  Features Intersected: LANSDOWNE DRIVE,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.273,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.41m (1.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $643,000,  Total Project Cost: $642,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34B00028L,  Location: EBL OVR KY 1974 INTERCHAN (Lat: 37.990833,  Lng: -84.495000),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 32,963 (year 2018),  Average Future Daily Traffic: 36,589 (year 2038),  Design Load: HS 20,  Features Intersected: TATES CRK ROAD KY 1974,  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.659,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.57m (1.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $756,000,  Total Project Cost: $755,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00028R,  Location: WBL OVR KY 1974 INTERCHAN (Lat: 37.991111,  Lng: -84.495000),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 32,963 (year 2018),  Average Future Daily Traffic: 36,589 (year 2038),  Design Load: HS 20,  Features Intersected: TATES CRK ROAD KY 1974,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.580,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.57m (1.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $756,000,  Total Project Cost: $755,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00029L,  Location: EBL .6 MI E OF KY 1974 OP (Lat: 37.991944,  Lng: -84.481944),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 28,249 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,356 (year 2040),  Design Load: HS 20,  Features Intersected: GREEN TREE-CHINOE RD,  Facility Carried by Structure: NEW CIRCLE RD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.513,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $662,000,  Total Project Cost: $661,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00029R,  Location: WBL .6 MI E OF KY 1974 OP (Lat: 37.991944,  Lng: -84.481944),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 28,249 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,356 (year 2040),  Design Load: HS 20,  Features Intersected: GREEN TREE-CHINOE RD,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.439,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $662,000,  Total Project Cost: $661,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00030R,  Location: NBL .5 MI NW-MAN O'WAR (Lat: 37.995556,  Lng: -84.465833),  Route carried "on" structure: City street 3016,  Year Built: 1969,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 30,550 (year 2020),  Average Future Daily Traffic: 28,411 (year 2040),  Design Load: HS 20,  Features Intersected: NEW CIRCLE ROAD,  Facility Carried by Structure: ALUMNI DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.261,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $954,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00031L,  Location: NBL OVR US 25 S-NTRCH (Lat: 38.012500,  Lng: -84.458333),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Posted for load,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 27,045 (year 2018),  Average Future Daily Traffic: 30,019 (year 2038),  Design Load: HS 20,  Features Intersected: US 25 RICHMOND RD.,  Facility Carried by Structure: NEW CIRCLE RD-OL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.978,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00031R,  Location: SBL OVR US 25 S-NTRCH (Lat: 38.012778,  Lng: -84.458611),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Posted for load,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 27,045 (year 2018),  Average Future Daily Traffic: 30,019 (year 2038),  Design Load: HS 20,  Features Intersected: US 25 RICHMOND RD.,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.937,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00037L,  Location: WBL OVR US 421 INTERCHANG (Lat: 38.070833,  Lng: -84.531111),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 28,530 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,668 (year 2039),  Design Load: HS 20,  Features Intersected: US 421 (LEESTOWN RD.),  Facility Carried by Structure: W NEW CIRCLE RD OL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.655,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 94.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $660,000,  Total Project Cost: $660,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00037R,  Location: EBL OVR US 421 INTERCHANG (Lat: 38.070556,  Lng: -84.531111),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 28,232 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,337 (year 2040),  Design Load: HS 20,  Features Intersected: US 421 (LEESTOWN RD.),  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.648,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 94.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $660,000,  Total Project Cost: $660,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00038L,  Location: SBL .65 MI S OF US 25N OP (Lat: 38.075000,  Lng: -84.518333),  Route carried "on" structure: State highway 4,  Year Built: 1959,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 28,530 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,668 (year 2039),  Design Load: HS 20,  Features Intersected: NS (CNO&TP) SYSTEM,  Facility Carried by Structure: W NEW CIRCLE RD-OL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $823,000,  Total Project Cost: $823,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00038R,  Location: NBL .65 MI S OF US 25N OP (Lat: 38.074722,  Lng: -84.518333),  Route carried "on" structure: State highway 4,  Year Built: 1959,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 28,530 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,668 (year 2039),  Design Load: HS 20,  Features Intersected: NS (CNO&TP) SYSTEM,  Facility Carried by Structure: NEW CIRCLE ROAD-IL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.955,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $823,000,  Total Project Cost: $823,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00040N,  Location: .60 MI EAST OF KY 922 NTR (Lat: 38.073056,  Lng: -84.485278),  Route carried "on" structure: State highway 4,  Year Built: 1950,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 43,815 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,186 (year 2038),  Design Load: HS 15,  Features Intersected: CANE RUN CK.,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.883,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00041N,  Location: .50 MI S.W. OF US 421 NTR (Lat: 38.065000,  Lng: -84.537500),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 56,463 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 62,673 (year 2040),  Design Load: HS 20,  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.802,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.6m (126.6ft),  Skew: 30 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,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $250,000,  Total Project Cost: $250,000

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Structure Number: 34B00042N,  Location: .25 MI S. OF KY 1681 OP (Lat: 38.060278,  Lng: -84.548333),  Route carried "on" structure: State highway 4,  Year Built: 1962,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 59,755 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,328 (year 2040),  Design Load: H 20,  Features Intersected: WOLF RUN,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.711,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 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: 99.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 99.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $258,000,  Total Project Cost: $258,000

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Structure Number: 34B00043N,  Location: 200FT WEST OF KY 1974 OP (Lat: 37.990833,  Lng: -84.495278),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 65,926 (year 2018),  Average Future Daily Traffic: 73,177 (year 2038),  Design Load: HS 20,  Features Intersected: BR OF WEST HICKMAN CREEK,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.625,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  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: 99.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00044N,  Location: EB ENT RMP A @ K1974 NTRC (Lat: 37.991667,  Lng: -84.495278),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 65,926 (year 2018),  Average Future Daily Traffic: 73,177 (year 2038),  Design Load: HS 20,  Features Intersected: BR OF WEST HICKMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.625,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.8 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00045N,  Location: EB EXT RMP B @ K1974 NTRC (Lat: 37.990278,  Lng: -84.495278),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1967,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 59,750 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 66,322 (year 2039),  Design Load: HS 20,  Features Intersected: BR OF WEST HICKMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.343,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00046N,  Location: .80 MI EAST OF KY 1974 OP (Lat: 37.991944,  Lng: -84.480833),  Route carried "on" structure: State highway 4,  Year Built: 1969,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 56,497 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 62,711 (year 2040),  Design Load: HS 20,  Features Intersected: WEST HICKMAN CREEK,  Facility Carried by Structure: NEW CIRCLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.356,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: May 2021

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Structure Number: 34B00047N,  Location: .4MI N-NEW CIRCLE-KY4 NTR (Lat: 38.080278,  Lng: -84.492778),  Route carried "on" structure: State highway 922,  Year Built: 1964,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 39,271 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 36,914 (year 2039),  Design Load: H 20,  Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.177,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2021

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Structure Number: 34B00048N,  Location: 1 MI NE OF NEW CIRCLE-KY4 (Lat: 38.066667,  Lng: -84.445000),  Route carried "on" structure: State highway 57,  Year Built: 1963,  Status: Posted for load,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 6,312 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,870 (year 2038),  Design Load: H 20,  Features Intersected: I-75 & I-64,  Facility Carried by Structure: BRYAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.873,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00049N,  Location: 50FT S OF JCT KY 1970 (Lat: 38.076389,  Lng: -84.413611),  Route carried "on" structure: State highway 57,  Year Built: 1951,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,312 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,034 (year 2040),  Design Load: HS 20,  Features Intersected: NO.FK.ELKHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.846,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34B00051N,  Location: 1.25 MI N-NEW CIRCLE-KY 4 (Lat: 38.088889,  Lng: -84.466389),  Route carried "on" structure: State highway 353,  Year Built: 1964,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 4,251 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,953 (year 2040),  Design Load: HS 20,  Features Intersected: I-75 & I-64,  Facility Carried by Structure: RUSSELL CAVE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.208,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00060N,  Location: 1 MI S OF JCT KY 57 (Lat: 38.052500,  Lng: -84.353333),  Route carried "on" structure: State highway 1973,  Year Built: 1963,  Status: Posted for load,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 1,418 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,247 (year 2039),  Design Load: H 20,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.779,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00061N,  Location: 1.8 MI N OF JCT KY 57 (Lat: 38.089444,  Lng: -84.361389),  Route carried "on" structure: State highway 1973,  Year Built: 1957,  Status: Posted for load,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 752 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 661 (year 2040),  Design Load: H 15,  Features Intersected: BR OF NO. ELKHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.364,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00063N,  Location: 1 MI N OF JCT KY 1977 (Lat: 38.138056,  Lng: -84.568056),  Route carried "on" structure: County highway 1309,  Year Built: 1973,  Status: Posted for load,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 803 (year 2011),  Average Future Daily Traffic: 698 (year 2031),  Design Load: H 20,  Features Intersected: I 64,  Facility Carried by Structure: N YARNALLTON PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.925,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Better than present minimum 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34B00075N,  Location: .50 MI S OF US 25&421 OP (Lat: 37.917500,  Lng: -84.366667),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 61,892 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 75,508 (year 2040),  Design Load: H 20,  Features Intersected: ROCK QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.763,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Culverts: Fair,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $70,000,  Total Project Cost: $70,000

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Structure Number: 34B00078L,  Location: SBL .25MI N-NW I64 NTRCH (Lat: 38.120000,  Lng: -84.527222),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 26,555 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 32,396 (year 2040),  Design Load: HS 20,  Features Intersected: RELOCATED KEARNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.849,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $825,000,  Total Project Cost: $825,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00078R,  Location: NBL .25MI N-NW I64 NTRCH (Lat: 38.120278,  Lng: -84.526944),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 26,555 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 32,396 (year 2040),  Design Load: HS 20,  Features Intersected: RELOCATED KEARNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.849,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $825,000,  Total Project Cost: $825,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00081N,  Location: 1 MI W OF JCT KY 1973 (Lat: 37.950278,  Lng: -84.386111),  Route carried "on" structure: County highway 1133,  Year Built: 1963,  Status: Posted for load,  Structure Length: 8.65m (28.38ft),  Average Daily Traffic: 259 (year 2011),  Average Future Daily Traffic: 225 (year 2031),  Design Load: H 15,  Features Intersected: I 75,  Facility Carried by Structure: ATHENS WALNUT HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.876,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34B00083L,  Location: SBL OVR US 27 NTRCH (Lat: 38.075556,  Lng: -84.455833),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 44,745 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 47,877 (year 2040),  Design Load: HS 20,  Features Intersected: N BROADWAY & N LIMESTONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.679,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00083R,  Location: NBL OVR US 27 NTRCH (Lat: 38.075833,  Lng: -84.455556),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 44,745 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 47,877 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RR-N BWAY-N LIMESTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.669,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00084N,  Location: EB64 RMP TO NB75 OVR I64 (Lat: 38.116111,  Lng: -84.526111),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 77,875 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 95,007 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.404,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00085N,  Location: SBL I75 @NW NTRCHNG-I64 (Lat: 38.116111,  Lng: -84.526389),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 77,875 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 95,007 (year 2040),  Design Load: HS 20,  Features Intersected: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.568,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,205,000,  Total Project Cost: $1,205,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00089L,  Location: SBL 2.3 MI W US27-68 NTRC (Lat: 38.099444,  Lng: -84.485556),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 38,938 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 41,663 (year 2040),  Design Load: HS 20,  Features Intersected: NEWTOWN ROAD(KY 922)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.467,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00089R,  Location: NBL 2.3 MI W-US27-68 NTRC (Lat: 38.099722,  Lng: -84.485556),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 44,745 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 47,877 (year 2040),  Design Load: HS 20,  Features Intersected: NEWTOWN ROAD KY 922
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.453,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00091N,  Location: 1.8 MI EAST OF I-75S NTRC (Lat: 38.061111,  Lng: -84.402222),  Route carried "on" structure: Interstate 64,  Year Built: 1963,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,034 (year 2037),  Design Load: HS 20,  Features Intersected: DAVID FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.469,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 67.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 34B00093N,  Location: .90 MI EAST OF I-75S NTRC (Lat: 38.058056,  Lng: -84.415000),  Route carried "on" structure: Interstate 64,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 40,192 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 49,034 (year 2037),  Design Load: H 20,  Features Intersected: NORTH ELKHORN CK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.309,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: May 2021

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Structure Number: 34B00094L,  Location: SBL .6MI NW OF KY 922 OP (Lat: 38.106389,  Lng: -84.499167),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 38,938 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 41,663 (year 2040),  Design Load: HS 20,  Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.861,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $585,000,  Total Project Cost: $585,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34B00094R,  Location: NBL .6MI N OF KY 922 OP (Lat: 38.106667,  Lng: -84.499167),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 38,938 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 41,663 (year 2040),  Design Load: HS 20,  Features Intersected: CANE RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.908,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete