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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 161ft / 49mTotal length
  • $4,274,000Total costs
  • 507,055Total average daily traffic
  • 55,734Total average daily truck traffic
  • 383,423Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Middletown
  • No street view available for this location

New bridges in Middletown, KY - historical statistics
  • New bridges - historical statistics
  • 41960-1969
  • 101980-1989
  • 11990-1999
Average Bridge Daily Traffic in Middletown, KY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Good
  • 75.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Good
  • 87.5%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 25.0%Good
  • 62.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 56B00090L,  Location: 1.3 MI S US 60 NTRCH (Lat: 38.222778,  Lng: -85.505833),  Route carried "on" structure: Interstate 265,  Year Built: 1961,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 34,125 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,243 (year 2035),  Design Load: HS 20,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.447,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 56B00090L,  Location: 1.3 MI S US 60 NTRCH (Lat: 38.222778,  Lng: -85.505833),  Route carried "under" structure: Interstate 64,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 58,818 (year 2016),  Truck Traffic: 14%,  Features Intersected: I-64,  Facility Carried by Structure: I-265 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 18.962,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 56B00090R,  Location: 1.3 MI S US 60 NTRCH (Lat: 38.222778,  Lng: -85.505556),  Route carried "on" structure: Interstate 265,  Year Built: 1961,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 43,447 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 49,963 (year 2035),  Design Load: HS 20,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.481,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 56B00090R,  Location: 1.3 MI S US 60 NTRCH (Lat: 38.222778,  Lng: -85.505556),  Route carried "under" structure: Interstate 64,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 58,818 (year 2016),  Truck Traffic: 14%,  Features Intersected: I-64,  Facility Carried by Structure: I-265 NB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 18.975,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 56B00334L,  Location: 1.3 MI N OF I-64 NTRCH (Lat: 38.241944,  Lng: -85.503889),  Route carried "on" structure: Interstate 265,  Year Built: 1984,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 43,447 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 49,963 (year 2035),  Design Load: HS 20,  Features Intersected: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.678,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,104,000,  Total Project Cost: $1,104,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56B00334L,  Location: 1.3 MI N OF I-64 NTRCH (Lat: 38.241944,  Lng: -85.503889),  Route carried "under" structure: US 60,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2007),  Truck Traffic: 10%,  Features Intersected: US 60,  Facility Carried by Structure: I-265 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 12.007,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 56B00334R,  Location: 1.3 MI N OF I-64 NTRCH (Lat: 38.241944,  Lng: -85.503611),  Route carried "on" structure: Interstate 265,  Year Built: 1984,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 35,313 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,610 (year 2035),  Design Load: HS 20,  Features Intersected: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.814,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,104,000,  Total Project Cost: $1,104,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56B00334R,  Location: 1.3 MI N OF I-64 NTRCH (Lat: 38.241944,  Lng: -85.503611),  Route carried "under" structure: US 60,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2007),  Truck Traffic: 10%,  Features Intersected: US 60,  Facility Carried by Structure: I-265 NB
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 12.017,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 56B00335N,  Location: 2.23 MI N OF I-64 (Lat: 38.254722,  Lng: -85.502500),  Route carried "on" structure: Interstate 265,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 70,626 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 81,219 (year 2035),  Features Intersected: CHENOWETH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.704,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 56B00336L,  Location: 2.3 MI N OF I-64 NTRCH (Lat: 38.255833,  Lng: -85.502500),  Route carried "on" structure: Interstate 265,  Year Built: 1984,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 35,313 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,610 (year 2035),  Design Load: HS 20,  Features Intersected: AIKEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.735,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,034,000,  Total Project Cost: $1,033,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56B00336L,  Location: 2.3 MI N OF I-64 NTRCH (Lat: 38.255833,  Lng: -85.502500),  Route carried "under" structure: County highway 1001,  Year Built: 1984,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: AIKEN RD,  Facility Carried by Structure: I-265 SB
Minimum Vertical Clearance: 8.59m (28.18ft),  Kilometerpoint: 1.171,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 56B00336R,  Location: 2.3 MI N OF I-64 NTRCH (Lat: 38.255833,  Lng: -85.502222),  Route carried "on" structure: Interstate 265,  Year Built: 1984,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 35,313 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,610 (year 2035),  Design Load: HS 20,  Features Intersected: AIKEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.776,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,034,000,  Total Project Cost: $1,033,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56B00336R,  Location: 2.3 MI N OF I-64 NTRCH (Lat: 38.255833,  Lng: -85.502222),  Route carried "under" structure: County highway 1001,  Year Built: 1984,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: AIKEN RD,  Facility Carried by Structure: I-265 NB
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 0.119,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 56B00337L,  Location: 2.4 MI N OF I-64 (Lat: 38.258056,  Lng: -85.502222),  Route carried "on" structure: Interstate 265,  Year Built: 1984,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 35,313 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,610 (year 2035),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.894,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56C00189N,  Location: 0.55 MI W N ENG STA RD (Lat: 38.255556,  Lng: -85.503611),  Route carried "on" structure: County highway 1001,  Year Built: 1993,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 322 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 595 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CHENOWETH RUN,  Facility Carried by Structure: AIKEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.106,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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