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

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Structure Number: 59B00022N,  Location: .30 MI EAST OF JCT KY 17 (Lat: 38.991111,  Lng: -84.527500),  Route carried "on" structure: State highway 1501,  Year Built: 1954,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,953 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,396 (year 2039),  Design Load: H 15,  Features Intersected: WAYMANS BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.649,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 59B00037N,  Location: 4TH ST BR OVER LICKING RV (Lat: 39.088056,  Lng: -84.504722),  Route carried "on" structure: State highway 8,  Year Built: 1936,  Status: Posted for load,  Structure Length: 30.54m (100.20ft),  Average Daily Traffic: 17,190 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 16,158 (year 2039),  Design Load: H 15,  Features Intersected: LICKING RIVER,  Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 12.286,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $5,922,000,  Total Project Cost: $5,921,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00038L,  Location: SBL .4M S OF 5TH ST NTRCH (Lat: 39.078889,  Lng: -84.521667),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 79,675 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 85,252 (year 2037),  Design Load: HS 20,  Features Intersected: NINTH ST IN COVINGTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.916,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: $1,145,000,  Total Project Cost: $1,144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00038R,  Location: NBL .4M S OF 5TH ST NTRCH (Lat: 39.079167,  Lng: -84.521389),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 79,675 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 85,252 (year 2037),  Design Load: HS 20,  Features Intersected: NINTH ST IN COVINGTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.929,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: 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: $1,145,000,  Total Project Cost: $1,144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00039N,  Location: SB EXT RMP @5TH ST NTRCH (Lat: 39.085278,  Lng: -84.523333),  Route carried "on" structure: State highway 8,  Year Built: 1963,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,733 (year 2040),  Design Load: HS 20,  Features Intersected: 4TH ST RAMP TO SB I-75,  Facility Carried by Structure: 5TH ST/SB I75 RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.503,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00040N,  Location: APPROACH TO BRENT SPENCE (Lat: 39.086817,  Lng: -84.522808),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 95.49m (313.29ft),  Average Daily Traffic: 132,112 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 141,359 (year 2040),  Design Load: HS 20,  Features Intersected: 3RD-4TH-5TH STS COVINGTO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 307.782,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 43,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 34.3 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: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $5,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 59B00044L,  Location: SBL-.3M N-JEFFERSON ST OP (Lat: 39.076667,  Lng: -84.520000),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 79,675 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 85,252 (year 2037),  Design Load: HS 20,  Features Intersected: 11TH-12TH-LEWIS IN CVNGT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.607,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.08m (6.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,925,000,  Total Project Cost: $4,924,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 59B00044R,  Location: NBL-.3M N-JEFFERSON ST OP (Lat: 39.076667,  Lng: -84.519722),  Route carried "on" structure: Interstate 75,  Year Built: 1960,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 79,675 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 85,252 (year 2037),  Design Load: HS 20,  Features Intersected: US25,KY1120,(11TH,12TH,L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.607,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 24.4m (80.1ft),  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: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 2.08m (6.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,925,000,  Total Project Cost: $4,924,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 59B00046N,  Location: BRENT SPENCE BR OVER OHIO (Lat: 39.090556,  Lng: -84.522500),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 52.93m (173.65ft),  Average Daily Traffic: 132,112 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 141,359 (year 2040),  Design Load: HS 20,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 308.247,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 28.2m (92.5ft), Horizontal Clearance: 243.8m (799.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 253.1m (830.4ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.29m (17.36ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $21,322,000,  Total Project Cost: $21,321,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00048N,  Location: SUSPENSION BR OVR OHIO RV (Lat: 39.092778,  Lng: -84.510000),  Route carried "on" structure: State highway 17,  Year Built: 1867,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 65.90m (216.21ft),  Average Daily Traffic: 9,054 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,510 (year 2038),  Design Load: H 20,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 6.51m (21.36ft),  Kilometerpoint: 38.874,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Navigation Control: Yes ( Vertical Clearance: 20.8m (68.2ft), Horizontal Clearance: 304.8m (1,000.0ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 322.2m (1,057.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 10.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.23m (20.44ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $9,826,000,  Total Project Cost: $9,826,000,  Deck Structure Type: Open Grating

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Structure Number: 59B00049N,  Location: CLAY WADE BAILEY OVR OHIO (Lat: 39.091314,  Lng: -84.519361),  Route carried "on" structure: US 25,  Year Built: 1974,  Status: Open,  Structure Length: 67.34m (220.93ft),  Average Daily Traffic: 13,531 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,583 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 22.090,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 25.0m (82.0ft), Horizontal Clearance: 196.6m (645.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 205.7m (674.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00067L,  Location: SBL S-@N-JCT OLD KY 17 (Lat: 39.016389,  Lng: -84.529444),  Route carried "on" structure: State highway 17,  Year Built: 1974,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 16,119 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,991 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & BANKLICK CR,  Facility Carried by Structure: MADISON PIKE NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.403,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 74.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 59B00067R,  Location: NBL S-@N-JCT OLD KY 17 (Lat: 39.016389,  Lng: -84.529444),  Route carried "on" structure: State highway 17,  Year Built: 1974,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 16,119 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,991 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & BANKLICK CR,  Facility Carried by Structure: MADISON ROAD/MADIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.416,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 59B00071N,  Location: .80 MI NOR. OF I-275 OP (Lat: 39.033611,  Lng: -84.494722),  Route carried "on" structure: State highway 177,  Year Built: 1976,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,598 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,486 (year 2040),  Design Load: HS 20,  Features Intersected: BANKLICK CREEK,  Facility Carried by Structure: DECOURSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.978,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 59B00074N,  Location: .1 MI. S. JCT. KY 1486 (Lat: 38.979722,  Lng: -84.540556),  Route carried "on" structure: State highway 3035,  Year Built: 1981,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 3,012 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,801 (year 2040),  Design Load: HS 20,  Features Intersected: FOWLERCREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  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: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 59B00075N,  Location: .05 MI S OF JCT KY 1501 (Lat: 38.989722,  Lng: -84.532778),  Route carried "on" structure: State highway 3035,  Year Built: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 769 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 722 (year 2039),  Design Load: HS 20,  Features Intersected: WAYMAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.196,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 97.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  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

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Structure Number: 59B00081L,  Location: 400.FT E. RUSSELL ST. (Lat: 39.077500,  Lng: -84.510278),  Route carried "on" structure: State highway 1120,  Year Built: 1983,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 7,359 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,917 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.832,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,637,000,  Total Project Cost: $2,637,000,  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: 59B00085N,  Location: 500'S. SUSPENSION BRIDGE (Lat: 39.089722,  Lng: -84.509167),  Route carried "on" structure: State highway 17,  Year Built: 1992,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 9,054 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,510 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SECOND STREET,  Facility Carried by Structure: SUSP. BRIDGE APPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.487,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $494,000,  Total Project Cost: $494,000,  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: 59B00086N,  Location: .1 MI N.W.-KY 204 (Lat: 38.977222,  Lng: -84.487222),  Route carried "on" structure: State highway 177,  Year Built: 1992,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 2,105 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,957 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: DECOURSEY CREEK,  Facility Carried by Structure: DECOURSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 59B00087N,  Location: I-75 NB-EXIT E TO 5TH ST (Lat: 39.078056,  Lng: -84.520278),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 159,350 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 170,504 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: PIKE ST-ON RMP TO I-75 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.781,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $293,000,  Total Project Cost: $293,000,  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: 59B00088N,  Location: I75 NB TO 5TH ST OVR 9TH (Lat: 39.079167,  Lng: -84.521111),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 159,350 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 170,504 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: 9TH ST (I-75NB) RAMP'G'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.916,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 59B00089N,  Location: PIKE ST TO I75NB OVR 9TH (Lat: 39.079167,  Lng: -84.521389),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 159,350 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 170,504 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: 9TH ST (COV)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.916,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $582,000,  Total Project Cost: $582,000,  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: 59B00090N,  Location: I-75 SB-EXIT TO PIKE ST (Lat: 39.078889,  Lng: -84.521944),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1993,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 159,350 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 170,504 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: 9TH ST-COVINGTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.921,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $632,000,  Total Project Cost: $632,000,  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: 59B00104N,  Location: 1.0 MI E. JCT I 75 (Lat: 39.079544,  Lng: -84.499750),  Route carried "on" structure: State highway 1120,  Year Built: 2001,  Status: Open,  Structure Length: 44.93m (147.41ft),  Average Daily Traffic: 15,664 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,724 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LICKING RIVER CSX RR-LOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.765,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Navigation Control: Yes ( Vertical Clearance: 1.9m (6.2ft), Horizontal Clearance: 86.9m (285.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 86.9m (285.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 59B00106L,  Location: .1 MI S OF FOWLER RD (Lat: 38.971667,  Lng: -84.531667),  Route carried "on" structure: State highway 17,  Year Built: 2002,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 5,815 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,408 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOWLER CREEK ROAD,  Facility Carried by Structure: MADISON PIKE NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.200,  Lanes on structure: 2,  Lanes under 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: 5,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: 59B00106R,  Location: .1 MI S OF FOWLER CK. RD. (Lat: 38.971667,  Lng: -84.531667),  Route carried "on" structure: State highway 17,  Year Built: 2001,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 5,815 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,408 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FOWLER CREEK ROAD,  Facility Carried by Structure: MADISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.200,  Lanes on structure: 2,  Lanes under 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: 5,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: 59B00107N,  Location: 150 FT N OF KY 3035 (Lat: 38.987500,  Lng: -84.534444),  Route carried "on" structure: State highway 17,  Year Built: 2001,  Status: Open,  Structure Length: 8.20m (26.90ft),  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: 25.029,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  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: 29.4m (96.5ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 85.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: 59B00113R,  Location: 400.FT E. RUSSELL ST. (Lat: 39.077222,  Lng: -84.510278),  Route carried "on" structure: State highway 1120,  Year Built: 2011,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 7,359 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,917 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.835,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 59C00002N,  Location: 50 FT SE OF N-JCT KY 177 (Lat: 38.986944,  Lng: -84.488056),  Route carried "on" structure: City street 7503,  Year Built: 1970,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 231 (year 2006),  Average Future Daily Traffic: 315 (year 2026),  Design Load: HS 20,  Features Intersected: DECOURSEY CREEK,  Facility Carried by Structure: PORTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.112,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County 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: 26.5m (86.9ft),  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: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00029N,  Location: EAST OF RUSSEL ST.ON 15TH (Lat: 39.073889,  Lng: -84.509444),  Route carried "on" structure: City street 2097,  Year Built: 1950,  Status: Closed,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 2,031 (year 2031),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: WEST 15TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $859,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $1,409,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00037N,  Location: PARKWAY AVE OVR HIGH ST (Lat: 39.088611,  Lng: -84.535556),  Route carried "on" structure: City street 2270,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 15,394 (year 2006),  Average Future Daily Traffic: 20,972 (year 2026),  Design Load: HS 20,  Features Intersected: PARKWAY ST OVER KY8,  Facility Carried by Structure: PARKWAY AVE
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00043N,  Location: 100FT W OF KY 17 (Lat: 39.059167,  Lng: -84.503333),  Route carried "on" structure: City street 2150,  Year Built: 1970,  Status: Posted for load,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 15,394 (year 2006),  Average Future Daily Traffic: 20,972 (year 2026),  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: WEST 26TH ST
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 16.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $323,000,  Total Project Cost: $323,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 59C00059N,  Location: 200 FT W.-MADISON AVENUE (Lat: 39.067500,  Lng: -84.507778),  Route carried "on" structure: City street 2171,  Year Built: 1997,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 5,702 (year 2020),  Average Future Daily Traffic: 5,302 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: WEST 19TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.995,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 59C00068N,  Location: .2 MILES EAST OF KY-17 (Lat: 39.009444,  Lng: -84.526944),  Route carried "on" structure: City street 2594,  Year Built: 2010,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 130 (year 2012),  Average Future Daily Traffic: 140 (year 2032),  Features Intersected: BANKLICK CREEK,  Facility Carried by Structure: PIENZA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 16.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 59B00037N,  Location: 4TH ST BR OVER LICKING RV (Lat: 39.088056,  Lng: -84.504722),  Route carried "under" structure: City street 1000,  Year Built: 1936,  Structure Length: 0. m,  Features Intersected: LICKING RIVER,  Facility Carried by Structure: 4TH STREET
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 2.103,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 76.2m (250.0ft)

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Structure Number: 59B00038L,  Location: SBL .4M S OF 5TH ST NTRCH (Lat: 39.078889,  Lng: -84.521667),  Route carried "under" structure: City street 2064,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,346 (year 2006),  Features Intersected: NINTH ST IN COVINGTON,  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.735,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 59B00038R,  Location: NBL .4M S OF 5TH ST NTRCH (Lat: 39.079167,  Lng: -84.521389),  Route carried "under" structure: City street 2064,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,346 (year 2006),  Features Intersected: NINTH ST IN COVINGTON,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.713,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 59B00039N,  Location: SB EXT RMP @5TH ST NTRCH (Lat: 39.085278,  Lng: -84.523333),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 132,112 (year 2020),  Truck Traffic: 15%,  Features Intersected: 4TH ST RAMP TO SB I-75
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 307.633,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 59B00040N,  Location: APPROACH TO BRENT SPENCE (Lat: 39.086817,  Lng: -84.522808),  Route carried "under" structure: State highway 8,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 5%,  Features Intersected: 3RD-4TH-5TH STS COVINGTO,  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 10.548,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 59B00040N,  Location: APPROACH TO BRENT SPENCE (Lat: 39.086817,  Lng: -84.522808),  Route carried "under" structure: State highway 8,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,036 (year 2020),  Truck Traffic: 5%,  Features Intersected: 3RD-4TH-5TH STS COVINGTO,  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 10.549,  Lanes on structure: 7,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 59B00040N,  Location: APPROACH TO BRENT SPENCE (Lat: 39.086817,  Lng: -84.522808),  Route carried "under" structure: City street 2609,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,151 (year 2019),  Features Intersected: 3RD-4TH-5TH STS COVINGTO,  Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.148,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 59B00041N,  Location: PED. OP 5TH ST INTERCHANG (Lat: 39.085000,  Lng: -84.521389),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 132,112 (year 2020),  Truck Traffic: 15%,  Features Intersected: NB I75 EXT RMP TO 5TH ST,  Facility Carried by Structure: PED. OP AT 5TH ST
Kilometerpoint: 307.599,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)