Bridge Statistics for Dry Ridge, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 118ft / 35.6mTotal length
- 117,551Total average daily traffic
- 20,573Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dry Ridge
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 11970-1979
- 21990-1999
- 42000-2009
- 22020-2022
- Bridge Condition - Deck
- 20.0%Very good
- 60.0%Good
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
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Structure Number: 41B00047N, Location: .6 MI.W. JCT US 25 (Lat: 38.682778, Lng: -84.601944), Route carried "on" structure: State highway 22, Year Built: 1998, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 15,163 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,585 (year 2039), Design Load: HS 25 or greater, Features Intersected: I-75 @ 158.54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.894, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous
Structure Number: 41B00047N, Location: .6 MI.W. JCT US 25 (Lat: 38.682778, Lng: -84.601944), Route carried "on" structure: State highway 22, Year Built: 1998, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 15,163 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,585 (year 2039), Design Load: HS 25 or greater, Features Intersected: I-75 @ 158.54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.894, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 26.9m (88.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Bituminous
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Structure Number: 41B00049N, Location: M.P. 160.4 ON I-75 (Lat: 38.709444, Lng: -84.602778), Route carried "on" structure: County highway 1007, Year Built: 2003, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 103 (year 2006), Average Future Daily Traffic: 159 (year 2026), Design Load: HS 25 or greater, Features Intersected: BANNISTER PIKE OVER I75, Facility Carried by Structure: BANNISTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41B00049N, Location: M.P. 160.4 ON I-75 (Lat: 38.709444, Lng: -84.602778), Route carried "on" structure: County highway 1007, Year Built: 2003, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 103 (year 2006), Average Future Daily Traffic: 159 (year 2026), Design Load: HS 25 or greater, Features Intersected: BANNISTER PIKE OVER I75, Facility Carried by Structure: BANNISTER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41B00058N, Location: .24 MI E OFJCT KY 22/US25 (Lat: 38.685833, Lng: -84.589167), Route carried "on" structure: US 25, Year Built: 2004, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 5,904 (year 2019), Average Future Daily Traffic: 4,900 (year 2039), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR/US25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.032, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41B00058N, Location: .24 MI E OFJCT KY 22/US25 (Lat: 38.685833, Lng: -84.589167), Route carried "on" structure: US 25, Year Built: 2004, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 5,904 (year 2019), Average Future Daily Traffic: 4,900 (year 2039), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR/US25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.032, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41B00072N, Location: 1 MI NE of JCT KY 36 (Lat: 38.658889, Lng: -84.672222), Route carried "on" structure: State highway 22, Year Built: 2020, Status: Open, Structure Length: 7.88m (25.85ft), Average Daily Traffic: 1,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,445 (year 2040), Design Load: Greater than HL93, Features Intersected: Clarks Ck+Baton Rouge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.649, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41B00072N, Location: 1 MI NE of JCT KY 36 (Lat: 38.658889, Lng: -84.672222), Route carried "on" structure: State highway 22, Year Built: 2020, Status: Open, Structure Length: 7.88m (25.85ft), Average Daily Traffic: 1,742 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,445 (year 2040), Design Load: Greater than HL93, Features Intersected: Clarks Ck+Baton Rouge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.649, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41C00001N, Location: .8 MI S OF JCT KY 1994 (Lat: 38.718889, Lng: -84.638889), Route carried "on" structure: County highway 1005, Year Built: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 139 (year 2006), Average Future Daily Traffic: 214 (year 2026), Design Load: H 20, Features Intersected: ARNOLDS CREEK, Facility Carried by Structure: DRY RIDGE-MOUNT ZI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.421, Lanes on structure: 2, Owner: 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: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 41C00001N, Location: .8 MI S OF JCT KY 1994 (Lat: 38.718889, Lng: -84.638889), Route carried "on" structure: County highway 1005, Year Built: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 139 (year 2006), Average Future Daily Traffic: 214 (year 2026), Design Load: H 20, Features Intersected: ARNOLDS CREEK, Facility Carried by Structure: DRY RIDGE-MOUNT ZI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.421, Lanes on structure: 2, Owner: 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: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 41C00007N, Location: 1.2 MI E OF JCT KY 22 (Lat: 38.657222, Lng: -84.656389), Route carried "on" structure: County highway 1100, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 28 (year 2006), Average Future Daily Traffic: 43 (year 2026), Features Intersected: CLAY LICK CREEK, Facility Carried by Structure: BATON ROUGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41C00007N, Location: 1.2 MI E OF JCT KY 22 (Lat: 38.657222, Lng: -84.656389), Route carried "on" structure: County highway 1100, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 28 (year 2006), Average Future Daily Traffic: 43 (year 2026), Features Intersected: CLAY LICK CREEK, Facility Carried by Structure: BATON ROUGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41B00047N, Location: .6 MI.W. JCT US 25 (Lat: 38.682778, Lng: -84.601944), Route carried "under" structure: Interstate 75, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 42,988 (year 2020), Truck Traffic: 23%, Features Intersected: I-75 @ 158.54, Facility Carried by Structure: KY-22
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 255.149, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 41B00047N, Location: .6 MI.W. JCT US 25 (Lat: 38.682778, Lng: -84.601944), Route carried "under" structure: Interstate 75, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 42,988 (year 2020), Truck Traffic: 23%, Features Intersected: I-75 @ 158.54, Facility Carried by Structure: KY-22
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 255.149, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 41B00049N, Location: M.P. 160.4 ON I-75 (Lat: 38.709444, Lng: -84.602778), Route carried "under" structure: Interstate 75, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 46,203 (year 2020), Truck Traffic: 20%, Features Intersected: BANNISTER PIKE OVER I75, Facility Carried by Structure: BANNISTER PIKE
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 258.145, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 41B00049N, Location: M.P. 160.4 ON I-75 (Lat: 38.709444, Lng: -84.602778), Route carried "under" structure: Interstate 75, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 46,203 (year 2020), Truck Traffic: 20%, Features Intersected: BANNISTER PIKE OVER I75, Facility Carried by Structure: BANNISTER PIKE
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 258.145, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 41B00058N, Location: .24 MI E OFJCT KY 22/US25 (Lat: 38.685833, Lng: -84.589167), Route carried "under" structure: US 25, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 5,281 (year 2020), Truck Traffic: 5%, Features Intersected: NORFOLK SOUTHERN RR/US25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.798, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 41B00058N, Location: .24 MI E OFJCT KY 22/US25 (Lat: 38.685833, Lng: -84.589167), Route carried "under" structure: US 25, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 5,281 (year 2020), Truck Traffic: 5%, Features Intersected: NORFOLK SOUTHERN RR/US25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.798, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 41B00072N, Location: 1 MI NE of JCT KY 36 (Lat: 38.658889, Lng: -84.672222), Route carried "under" structure: County highway 1100, Year Built: 2020, Structure Length: 0. m, Features Intersected: Clarks Ck+Baton Rouge Rd, Facility Carried by Structure: KY 22
Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 0.288, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
Structure Number: 41B00072N, Location: 1 MI NE of JCT KY 36 (Lat: 38.658889, Lng: -84.672222), Route carried "under" structure: County highway 1100, Year Built: 2020, Structure Length: 0. m, Features Intersected: Clarks Ck+Baton Rouge Rd, Facility Carried by Structure: KY 22
Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 0.288, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)