Bridge Statistics for Cold Spring, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 108ft / 32.9mTotal length
- $842,000Total costs
- 103,772Total average daily traffic
- 10,531Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cold Spring
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 11970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Fair
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Structure Number: 19B00004N, Location: 300FT SOU. OF JCT KY 1998 (Lat: 39.043889, Lng: -84.420000), Route carried "on" structure: State highway 8, Year Built: 1951, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 6,411 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 5,962 (year 2039), Design Load: H 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 19B00004N, Location: 300FT SOU. OF JCT KY 1998 (Lat: 39.043889, Lng: -84.420000), Route carried "on" structure: State highway 8, Year Built: 1951, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 6,411 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 5,962 (year 2039), Design Load: H 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 19B00032N, Location: .7 MI. E. OF JCT US 27 (Lat: 39.031944, Lng: -84.438611), Route carried "on" structure: City street 7084, Year Built: 1968, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,052 (year 2006), Average Future Daily Traffic: 14,090 (year 2026), Design Load: H 20, Features Intersected: KY 1998 UNDER WINTERS RD, Facility Carried by Structure: WINTERS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 19B00032N, Location: .7 MI. E. OF JCT US 27 (Lat: 39.031944, Lng: -84.438611), Route carried "on" structure: City street 7084, Year Built: 1968, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 7,052 (year 2006), Average Future Daily Traffic: 14,090 (year 2026), Design Load: H 20, Features Intersected: KY 1998 UNDER WINTERS RD, Facility Carried by Structure: WINTERS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 19B00058N, Location: 3.7 MI. N. JCT JCT KY 10 (Lat: 38.984444, Lng: -84.420556), Route carried "on" structure: State highway 915, Year Built: 1979, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 929 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 817 (year 2038), Design Load: HS 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00058N, Location: 3.7 MI. N. JCT JCT KY 10 (Lat: 38.984444, Lng: -84.420556), Route carried "on" structure: State highway 915, Year Built: 1979, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 929 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 817 (year 2038), Design Load: HS 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 19B00071N, Location: @ JCT KY 9 (Lat: 39.001944, Lng: -84.421944), Route carried "on" structure: US 27, Year Built: 1988, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 28,503 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 26,792 (year 2038), Design Load: HS 25 or greater, Features Intersected: KY 9 ("AA" HIGHWAY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.095, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00071N, Location: @ JCT KY 9 (Lat: 39.001944, Lng: -84.421944), Route carried "on" structure: US 27, Year Built: 1988, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 28,503 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 26,792 (year 2038), Design Load: HS 25 or greater, Features Intersected: KY 9 ("AA" HIGHWAY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.095, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 19B00072N, Location: @ JCT W/MURNAN ROAD (Lat: 39.003889, Lng: -84.440000), Route carried "on" structure: County highway 1350, Year Built: 1988, Status: Open, Structure Length: 7.01m (23.00ft), Design Load: HS 25 or greater, Features Intersected: KY 9 ('AA'HIWAY), Facility Carried by Structure: MURNAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.482, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), 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: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $842,000, Total Project Cost: $842,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00072N, Location: @ JCT W/MURNAN ROAD (Lat: 39.003889, Lng: -84.440000), Route carried "on" structure: County highway 1350, Year Built: 1988, Status: Open, Structure Length: 7.01m (23.00ft), Design Load: HS 25 or greater, Features Intersected: KY 9 ('AA'HIWAY), Facility Carried by Structure: MURNAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.482, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), 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: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $842,000, Total Project Cost: $842,000, 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: 19B00083N, Location: .5 MI N OF JCT CR 5306 (Lat: 39.006667, Lng: -84.405833), Route carried "on" structure: State highway 2925, Year Built: 2004, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 718 (year 2019), Average Future Daily Traffic: 674 (year 2039), Design Load: HS 25 or greater, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00083N, Location: .5 MI N OF JCT CR 5306 (Lat: 39.006667, Lng: -84.405833), Route carried "on" structure: State highway 2925, Year Built: 2004, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 718 (year 2019), Average Future Daily Traffic: 674 (year 2039), Design Load: HS 25 or greater, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 19C00056N, Location: 400' W - KY 9 (Lat: 38.985278, Lng: -84.421389), Route carried "on" structure: County highway 1354, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11 (year 2006), Average Future Daily Traffic: 22 (year 2026), Design Load: H 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), 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: 6.4m (21.0ft), 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: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19C00056N, Location: 400' W - KY 9 (Lat: 38.985278, Lng: -84.421389), Route carried "on" structure: County highway 1354, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11 (year 2006), Average Future Daily Traffic: 22 (year 2026), Design Load: H 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), 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: 6.4m (21.0ft), 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: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19C00067N, Location: 100 FT. EAST JCT KY 2925 (Lat: 39.008333, Lng: -84.409444), Route carried "on" structure: County highway 1314, Year Built: 1995, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 118 (year 2006), Average Future Daily Traffic: 236 (year 2026), Features Intersected: TRIBUTARY TO OWL CREEK, Facility Carried by Structure: East Cabin 1374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 19C00067N, Location: 100 FT. EAST JCT KY 2925 (Lat: 39.008333, Lng: -84.409444), Route carried "on" structure: County highway 1314, Year Built: 1995, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 118 (year 2006), Average Future Daily Traffic: 236 (year 2026), Features Intersected: TRIBUTARY TO OWL CREEK, Facility Carried by Structure: East Cabin 1374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 19C00072N, Location: .2 MI S OF JCT KY 1998 (Lat: 39.041111, Lng: -84.420556), Route carried "on" structure: County highway 1316, Year Built: 2010, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 721 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 677 (year 2028), Design Load: HS 25 or greater, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.860, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), 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: Good, Culverts: Good, Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 19C00072N, Location: .2 MI S OF JCT KY 1998 (Lat: 39.041111, Lng: -84.420556), Route carried "on" structure: County highway 1316, Year Built: 2010, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 721 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 677 (year 2028), Design Load: HS 25 or greater, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.860, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), 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: Good, Culverts: Good, Operating Rating: 35.3 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: 27.2 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 19C00073N, Location: .3 MI S OF JCT KY 1998 (Lat: 39.039722, Lng: -84.420556), Route carried "on" structure: County highway 1316, Year Built: 2010, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 721 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 677 (year 2028), Design Load: HS 25 or greater, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.682, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 19C00073N, Location: .3 MI S OF JCT KY 1998 (Lat: 39.039722, Lng: -84.420556), Route carried "on" structure: County highway 1316, Year Built: 2010, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 721 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 677 (year 2028), Design Load: HS 25 or greater, Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.682, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 19B00032N, Location: .7 MI. E. OF JCT US 27 (Lat: 39.031944, Lng: -84.438611), Route carried "under" structure: State highway 8, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,794 (year 2015), Truck Traffic: 9%, Features Intersected: KY 1998 UNDER WINTERS RD, Facility Carried by Structure: WINTERS LN
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 2.181, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 19B00032N, Location: .7 MI. E. OF JCT US 27 (Lat: 39.031944, Lng: -84.438611), Route carried "under" structure: State highway 8, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,794 (year 2015), Truck Traffic: 9%, Features Intersected: KY 1998 UNDER WINTERS RD, Facility Carried by Structure: WINTERS LN
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 2.181, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 19B00071N, Location: @ JCT KY 9 (Lat: 39.001944, Lng: -84.421944), Route carried "under" structure: State highway 9, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 26,897 (year 2019), Truck Traffic: 14%, Features Intersected: KY 9 ("AA" HIGHWAY), Facility Carried by Structure: US-27
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 22.441, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 19B00071N, Location: @ JCT KY 9 (Lat: 39.001944, Lng: -84.421944), Route carried "under" structure: State highway 9, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 26,897 (year 2019), Truck Traffic: 14%, Features Intersected: KY 9 ("AA" HIGHWAY), Facility Carried by Structure: US-27
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 22.441, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 19B00072N, Location: @ JCT W/MURNAN ROAD (Lat: 39.003889, Lng: -84.440000), Route carried "under" structure: State highway 9, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 26,897 (year 2019), Truck Traffic: 14%, Features Intersected: KY 9 ('AA'HIWAY), Facility Carried by Structure: MURNAN RD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 24.028, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 19B00072N, Location: @ JCT W/MURNAN ROAD (Lat: 39.003889, Lng: -84.440000), Route carried "under" structure: State highway 9, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 26,897 (year 2019), Truck Traffic: 14%, Features Intersected: KY 9 ('AA'HIWAY), Facility Carried by Structure: MURNAN RD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 24.028, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)