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

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Structure Number: 8B00053N,  Location: .25 MI NE OF JCT KY 236 (Lat: 39.057778,  Lng: -84.637222),  Route carried "on" structure: County highway 1032,  Year Built: 1973,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 541 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: H 20,  Features Intersected: I-275,  Facility Carried by Structure: POINT PLEASANT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8B00066N,  Location: 1 MI E OF JCT KY 236 (Lat: 39.054722,  Lng: -84.626389),  Route carried "on" structure: State highway 3076,  Year Built: 1985,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 13,855 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,885 (year 2038),  Design Load: HS 20,  Features Intersected: I-275,  Facility Carried by Structure: DOLWICK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.675,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 59B00034N,  Location: .25 MI WEST OF I-75 (Lat: 39.027778,  Lng: -84.615556),  Route carried "on" structure: State highway 236,  Year Built: 1943,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 12,839 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,940 (year 2040),  Design Load: H 15,  Features Intersected: VIOX CREEK,  Facility Carried by Structure: DONALDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 59B00053L,  Location: SB MAINLINE I75 @I275 NTR (Lat: 39.035000,  Lng: -84.599722),  Route carried "on" structure: Interstate 75,  Year Built: 1971,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 78,973 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 84,501 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I275 E&W-RAMPS D-G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.188,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

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

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Structure Number: 59B00053R,  Location: NB MAINLINE I75 @I275 NTR (Lat: 39.034722,  Lng: -84.599444),  Route carried "on" structure: Interstate 75,  Year Built: 1971,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.81m (25.62ft),  Average Daily Traffic: 78,973 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 84,501 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I275 E&W-RAMPS D-G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.225,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00054L,  Location: WBI275@I75 (Lat: 39.034722,  Lng: -84.599444),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 12.69m (41.63ft),  Average Daily Traffic: 43,613 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,666 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $2,839,000,  Total Project Cost: $2,839,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00054R,  Location: EB-275 MAINLINE@I75 (Lat: 39.035000,  Lng: -84.599444),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 12.64m (41.47ft),  Average Daily Traffic: 43,613 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,666 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $2,853,000,  Total Project Cost: $2,853,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00055N,  Location: EB I275 TO NB I75 RMP-LVL (Lat: 39.035000,  Lng: -84.598889),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1971,  Status: Open,  Structure Length: 27.26m (89.44ft),  Average Daily Traffic: 124,179 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 132,871 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.260,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.69m (8.83ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $4,741,000,  Total Project Cost: $4,740,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00056N,  Location: WB I275 TO SB I75 RMP-LVL (Lat: 39.034722,  Lng: -84.599722),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1971,  Status: Open,  Structure Length: 24.59m (80.68ft),  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 169,001 (year 2040),  Design Load: HS 20,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.217,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $3,961,000,  Total Project Cost: $3,961,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00057N,  Location: 1 MI NE OF JCT KY 236 (Lat: 39.032500,  Lng: -84.593056),  Route carried "on" structure: State highway 2373,  Year Built: 1973,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 4,865 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,524 (year 2040),  Design Load: H 20,  Features Intersected: I-275 & RAMPS C,E,F,  Facility Carried by Structure: ERLANGER-CRESCENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.479,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 59B00064L,  Location: WBL @ BOONE CO. LN. (Lat: 39.044444,  Lng: -84.614722),  Route carried "on" structure: Interstate 275,  Year Built: 1970,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 43,613 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,666 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ERLANGER SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.749,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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: Superior to present desirable criteria,  Length Of Structure Improvement: 0.54m (1.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,298,000,  Total Project Cost: $1,298,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00064R,  Location: EBL @ BOONE CO. LN. (Lat: 39.044722,  Lng: -84.614722),  Route carried "on" structure: Interstate 275,  Year Built: 1970,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 43,613 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,666 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ERLANGER SERVICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.733,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,114,000,  Total Project Cost: $1,113,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00065N,  Location: .75 MI WEST OF I-75 (Lat: 39.040556,  Lng: -84.610000),  Route carried "on" structure: Interstate 275,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 87,226 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 93,331 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.112,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

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: October 2021

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Structure Number: 59B00072N,  Location: RMP E-NB I75 TO I275 E&W (Lat: 39.031667,  Lng: -84.605278),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1977,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 169,001 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP DONALDSON TO I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 296.612,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 59B00093N,  Location: .1 MI W. JCT KY 3035 (Lat: 38.980556,  Lng: -84.541944),  Route carried "on" structure: State highway 1829,  Year Built: 1994,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 6,382 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,935 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BANKLICK CREEK,  Facility Carried by Structure: RICHARDSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.930,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 59B00094L,  Location: 941' WEST JCT (NO &TP RR (Lat: 39.041111,  Lng: -84.584722),  Route carried "on" structure: Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 62,090 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 66,436 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 2373 (CRESCENT SPRING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.702,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,433,000,  Total Project Cost: $1,432,000,  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: 59B00094R,  Location: 941' WEST JCT (NO &TP RR (Lat: 39.040833,  Lng: -84.585000),  Route carried "on" structure: Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 62,090 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 66,436 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 2373 (CRESCENT SP. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.680,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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: Superior to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,433,000,  Total Project Cost: $1,432,000,  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: 59B00095L,  Location: .5 MI SW JCT KY NBL (Lat: 39.040833,  Lng: -84.585000),  Route carried "on" structure: Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 62,090 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 66,436 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.982,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 59B00102L,  Location: .4 MI. NE BOONE CO LINE (Lat: 39.025833,  Lng: -84.612778),  Route carried "on" structure: Interstate 75,  Year Built: 2001,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 78,973 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 84,501 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DONALDSON RD (KY 236)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.627,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,260,000,  Total Project Cost: $1,260,000,  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: 59B00102R,  Location: .4 MI.NE JCT BOONE CO. (Lat: 39.025833,  Lng: -84.612778),  Route carried "on" structure: Interstate 75,  Year Built: 2001,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 78,973 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 84,501 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DONALDSON ROAD (KY 236)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.636,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000,  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: 59B00103N,  Location: .4 MI.NE BOONE CO LINE (Lat: 39.026111,  Lng: -84.613056),  Route carried "on" structure: ServiceInterstate 75,  Year Built: 2000,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 169,001 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DONALDSON RD (KY 236)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.645,  Lanes on structure: 7,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,106,000,  Total Project Cost: $1,106,000,  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: 59B00108N,  Location: 0.18 MI. N. OF KY 3035 (Lat: 38.990278,  Lng: -84.534722),  Route carried "on" structure: State highway 17,  Year Built: 2001,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 15,724 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,623 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BANKLICK CREEK,  Facility Carried by Structure: MADISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.334,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 59B00112N,  Location: 0.8 MI SOU. OF JCT KY 236 (Lat: 38.993611,  Lng: -84.585833),  Route carried "on" structure: State highway 1303,  Year Built: 2006,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 23,378 (year 2015),  Average Future Daily Traffic: 21,741 (year 2035),  Features Intersected: BULLOCK PEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.172,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 59C00027N,  Location: .1 MI N OF JCT KY 2978 (Lat: 39.035000,  Lng: -84.614167),  Route carried "on" structure: City street 3018,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 770 (year 2006),  Average Future Daily Traffic: 1,049 (year 2026),  Design Load: H 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: ERLANGER ROAD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00034N,  Location: .2 MI E OF JCT KY 1303 (Lat: 38.993333,  Lng: -84.582222),  Route carried "on" structure: City street 3221,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,539 (year 2006),  Average Future Daily Traffic: 2,097 (year 2026),  Design Load: HS 20,  Features Intersected: BULLOCK PEN CREEK,  Facility Carried by Structure: OLD NARROWS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00046N,  Location: .1 MI. NW-KY 17 (Lat: 38.996111,  Lng: -84.538889),  Route carried "on" structure: City street 3017,  Year Built: 1982,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 616 (year 2006),  Average Future Daily Traffic: 839 (year 2026),  Design Load: HS 20,  Features Intersected: BANKLICK CREEK,  Facility Carried by Structure: OLD KY-17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.114,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00071N,  Location: 764 FT NE OF KY236 (Lat: 39.030556,  Lng: -84.615000),  Route carried "on" structure: City street 3000,  Year Built: 1961,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,614 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,397 (year 2040),  Design Load: HS 20,  Features Intersected: VIOX CREEK,  Facility Carried by Structure: HARTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: Fair,  Culverts: Poor,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 8B00053N,  Location: .25 MI NE OF JCT KY 236 (Lat: 39.057778,  Lng: -84.637222),  Route carried "under" structure: Interstate 275,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 59,914 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-275,  Facility Carried by Structure: POINT PLEASANT RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.245,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 8B00066N,  Location: 1 MI E OF JCT KY 236 (Lat: 39.054722,  Lng: -84.626389),  Route carried "under" structure: Interstate 275,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 59,914 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-275,  Facility Carried by Structure: DOLWICK DRIVE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 3.262,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 59B00053L,  Location: SB MAINLINE I75 @I275 NTR (Lat: 39.035000,  Lng: -84.599722),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275 E&W-RAMPS D-G
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 297.194,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 59B00053L,  Location: SB MAINLINE I75 @I275 NTR (Lat: 39.035000,  Lng: -84.599722),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275 E&W-RAMPS D-G
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 297.214,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 59B00053R,  Location: NB MAINLINE I75 @I275 NTR (Lat: 39.034722,  Lng: -84.599444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275 E&W-RAMPS D-G
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 297.214,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 59B00053R,  Location: NB MAINLINE I75 @I275 NTR (Lat: 39.034722,  Lng: -84.599444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275 E&W-RAMPS D-G
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 297.194,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 59B00054L,  Location: WBI275@I75 (Lat: 39.034722,  Lng: -84.599444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 297.214,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 59B00054L,  Location: WBI275@I75 (Lat: 39.034722,  Lng: -84.599444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 297.194,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 59B00054L,  Location: WBI275@I75 (Lat: 39.034722,  Lng: -84.599444),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 297.217,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 59B00054R,  Location: EB-275 MAINLINE@I75 (Lat: 39.035000,  Lng: -84.599444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 297.214,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 59B00054R,  Location: EB-275 MAINLINE@I75 (Lat: 39.035000,  Lng: -84.599444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 297.196,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 59B00054R,  Location: EB-275 MAINLINE@I75 (Lat: 39.035000,  Lng: -84.599444),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-75 N&S-RAMPS G-D
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 297.230,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 59B00055N,  Location: EB I275 TO NB I75 RMP-LVL (Lat: 39.035000,  Lng: -84.598889),  Route carried "under" structure: Interstate 275,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 87,226 (year 2018),  Truck Traffic: 16%,  Features Intersected: I275-I75-G&D RAMPS,  Facility Carried by Structure: I-75 N RAMP
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00055N,  Location: EB I275 TO NB I75 RMP-LVL (Lat: 39.035000,  Lng: -84.598889),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 297.194,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00055N,  Location: EB I275 TO NB I75 RMP-LVL (Lat: 39.035000,  Lng: -84.598889),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 297.214,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00055N,  Location: EB I275 TO NB I75 RMP-LVL (Lat: 39.035000,  Lng: -84.598889),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 124,179 (year 2020),  Truck Traffic: 17%,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 297.272,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00056N,  Location: WB I275 TO SB I75 RMP-LVL (Lat: 39.034722,  Lng: -84.599722),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.214,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00056N,  Location: WB I275 TO SB I75 RMP-LVL (Lat: 39.034722,  Lng: -84.599722),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.194,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00056N,  Location: WB I275 TO SB I75 RMP-LVL (Lat: 39.034722,  Lng: -84.599722),  Route carried "under" structure: Interstate 275,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 100,559 (year 2018),  Truck Traffic: 9%,  Features Intersected: I275-I75-G&D RAMPS,  Facility Carried by Structure: I-75 S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.795,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00056N,  Location: WB I275 TO SB I75 RMP-LVL (Lat: 39.034722,  Lng: -84.599722),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I275-I75-G&D RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.227,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 59B00057N,  Location: 1 MI NE OF JCT KY 236 (Lat: 39.032500,  Lng: -84.593056),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 124,179 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-275 & RAMPS C,E,F,  Facility Carried by Structure: ERLANGER-CRESCENT
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 297.302,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 59B00057N,  Location: 1 MI NE OF JCT KY 236 (Lat: 39.032500,  Lng: -84.593056),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 124,179 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-275 & RAMPS C,E,F,  Facility Carried by Structure: ERLANGER-CRESCENT
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 297.302,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 59B00057N,  Location: 1 MI NE OF JCT KY 236 (Lat: 39.032500,  Lng: -84.593056),  Route carried "under" structure: Interstate 275,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 100,559 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-275 & RAMPS C,E,F,  Facility Carried by Structure: ERLANGER-CRESCENT
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 134.221,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 59B00057N,  Location: 1 MI NE OF JCT KY 236 (Lat: 39.032500,  Lng: -84.593056),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-275 & RAMPS C,E,F,  Facility Carried by Structure: ERLANGER-CRESCENT
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 297.082,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 59B00058N,  Location: .4 MI W-US 25&42 NTRCH (Lat: 39.031944,  Lng: -84.587222),  Route carried "under" structure: Interstate 275,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 100,559 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-275,  Facility Carried by Structure: NS (CNO&TP) SYSTEM
Kilometerpoint: 133.708,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 59B00064L,  Location: WBL @ BOONE CO. LN. (Lat: 39.044444,  Lng: -84.614722),  Route carried "under" structure: State highway 717,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,692 (year 2018),  Truck Traffic: 8%,  Features Intersected: ERLANGER SERVICE ROAD,  Facility Carried by Structure: I-275 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.533,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 59B00064R,  Location: EBL @ BOONE CO. LN. (Lat: 39.044722,  Lng: -84.614722),  Route carried "under" structure: State highway 717,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,692 (year 2018),  Truck Traffic: 8%,  Features Intersected: ERLANGER SERVICE ROAD,  Facility Carried by Structure: I-275 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.560,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 59B00072N,  Location: RMP E-NB I75 TO I275 E&W (Lat: 39.031667,  Lng: -84.605278),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 157,945 (year 2020),  Truck Traffic: 18%,  Features Intersected: RAMP DONALDSON TO I-75
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 296.620,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 59B00094L,  Location: 941' WEST JCT (NO &TP RR (Lat: 39.041111,  Lng: -84.584722),  Route carried "under" structure: State highway 2373,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 4,865 (year 2020),  Truck Traffic: 5%,  Features Intersected: KY 2373 (CRESCENT SPRING,  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.707,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)