Bridge Statistics for Blaine, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 171ft / 52.0mTotal length
- $1,354,000Total costs
- 4,988Total average daily traffic
- 338Total average daily truck traffic
- 14,269Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Blaine
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 21970-1979
- 31980-1989
- 131990-1999
- 12010-2019
- Bridge Condition - Deck
- 4.8%Very good
- 14.3%Good
- 76.2%Satisfactory
- 4.8%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 61.9%Satisfactory
- 9.5%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 33.3%Satisfactory
- 9.5%Poor
- Bridge Condition - Channel
- 4.3%Excellent
- 4.3%Very good
- 73.9%Good
- 8.7%Satisfactory
- 8.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 64B00018N, Location: Between JCTS KY 201 N&S (Lat: 38.027778, Lng: -82.841111), Route carried "on" structure: State highway 32, Year Built: 1937, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: HS 20, Features Intersected: Hood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.476, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $384,000, Total Project Cost: $384,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 64B00018N, Location: Between JCTS KY 201 N&S (Lat: 38.027778, Lng: -82.841111), Route carried "on" structure: State highway 32, Year Built: 1937, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: HS 20, Features Intersected: Hood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.476, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $384,000, Total Project Cost: $384,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 64B00019N, Location: E of JCT KY 2562 (Lat: 38.025833, Lng: -82.853333), Route carried "on" structure: State highway 32, Year Built: 1937, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: HS 20, Features Intersected: Blaine Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $583,000, Total Project Cost: $582,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 64B00019N, Location: E of JCT KY 2562 (Lat: 38.025833, Lng: -82.853333), Route carried "on" structure: State highway 32, Year Built: 1937, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: HS 20, Features Intersected: Blaine Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $583,000, Total Project Cost: $582,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 64B00020N, Location: 0.3 MI W of JCT KY 3394 (Lat: 38.028889, Lng: -82.862222), Route carried "on" structure: State highway 32, Year Built: 1935, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: H 15, Features Intersected: Cains Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Total Project Cost: $259,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 64B00020N, Location: 0.3 MI W of JCT KY 3394 (Lat: 38.028889, Lng: -82.862222), Route carried "on" structure: State highway 32, Year Built: 1935, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: H 15, Features Intersected: Cains Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $260,000, Total Project Cost: $259,000, 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: 64B00021N, Location: 1.6 MI W OF JCT KY 2562 (Lat: 38.023056, Lng: -82.877778), Route carried "on" structure: State highway 32, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: H 15, Features Intersected: KNOB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 64B00021N, Location: 1.6 MI W OF JCT KY 2562 (Lat: 38.023056, Lng: -82.877778), Route carried "on" structure: State highway 32, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 723 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 636 (year 2038), Design Load: H 15, Features Intersected: KNOB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 64B00063N, Location: 3.6 MI N OF KY 32 @BLAINE (Lat: 38.066667, Lng: -82.828889), Route carried "on" structure: State highway 201, Year Built: 1983, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 365 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 321 (year 2039), Design Load: HS 20, Features Intersected: BLAINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 64B00063N, Location: 3.6 MI N OF KY 32 @BLAINE (Lat: 38.066667, Lng: -82.828889), Route carried "on" structure: State highway 201, Year Built: 1983, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 365 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 321 (year 2039), Design Load: HS 20, Features Intersected: BLAINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 64B00072N, Location: Johnson CL 0.2MI E KY 201 (Lat: 37.967500, Lng: -82.827500), Route carried "on" structure: State highway 3387, Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 211 (year 2018), Average Future Daily Traffic: 185 (year 2038), Design Load: H 20, Features Intersected: Hood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.718, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64B00072N, Location: Johnson CL 0.2MI E KY 201 (Lat: 37.967500, Lng: -82.827500), Route carried "on" structure: State highway 3387, Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 211 (year 2018), Average Future Daily Traffic: 185 (year 2038), Design Load: H 20, Features Intersected: Hood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.718, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64B00079N, Location: 5.3 MI W JCT OLD US 23 (Lat: 38.047500, Lng: -82.791667), Route carried "on" structure: State highway 32, Year Built: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 887 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 780 (year 2040), Design Load: HS 20+Mod, Features Intersected: YATESVILLE RESEVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 64B00079N, Location: 5.3 MI W JCT OLD US 23 (Lat: 38.047500, Lng: -82.791667), Route carried "on" structure: State highway 32, Year Built: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 887 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 780 (year 2040), Design Load: HS 20+Mod, Features Intersected: YATESVILLE RESEVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 64C00022N, Location: 0.1 MI S of JCT KY 32 (Lat: 38.020556, Lng: -82.878333), Route carried "on" structure: County highway 1222, Year Built: 1978, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 26 (year 2029), Design Load: H 20, Features Intersected: Blaine Creek, Facility Carried by Structure: Left Frk Laurel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00022N, Location: 0.1 MI S of JCT KY 32 (Lat: 38.020556, Lng: -82.878333), Route carried "on" structure: County highway 1222, Year Built: 1978, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 26 (year 2029), Design Load: H 20, Features Intersected: Blaine Creek, Facility Carried by Structure: Left Frk Laurel Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00043N, Location: @ JCT KY 201 (Lat: 38.074444, Lng: -82.837222), Route carried "on" structure: County highway 1246, Year Built: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 26 (year 2031), Features Intersected: CHEROKEE CREEK, Facility Carried by Structure: ROCKHOUSE SCHOOL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 64C00043N, Location: @ JCT KY 201 (Lat: 38.074444, Lng: -82.837222), Route carried "on" structure: County highway 1246, Year Built: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 26 (year 2031), Features Intersected: CHEROKEE CREEK, Facility Carried by Structure: ROCKHOUSE SCHOOL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 64C00044N, Location: 1.5 MI E JCT KY 201 (Lat: 38.065833, Lng: -82.806111), Route carried "on" structure: County highway 1247, Year Built: 1991, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5 (year 2011), Average Future Daily Traffic: 4 (year 2031), Design Load: HS 25 or greater, Features Intersected: IRISH CREEK, Facility Carried by Structure: CHEROKEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 1, 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: 18.3m (60.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: High priority of corrective action, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $130,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00044N, Location: 1.5 MI E JCT KY 201 (Lat: 38.065833, Lng: -82.806111), Route carried "on" structure: County highway 1247, Year Built: 1991, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5 (year 2011), Average Future Daily Traffic: 4 (year 2031), Design Load: HS 25 or greater, Features Intersected: IRISH CREEK, Facility Carried by Structure: CHEROKEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 1, 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: 18.3m (60.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: High priority of corrective action, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $130,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00047N, Location: .1 MI E - KY 201 (Lat: 37.972778, Lng: -82.827778), Route carried "on" structure: County highway 1219, Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 70 (year 2011), Average Future Daily Traffic: 60 (year 2031), Design Load: HS 25 or greater, Features Intersected: HOOD CREEK, Facility Carried by Structure: ROSS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.164, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00047N, Location: .1 MI E - KY 201 (Lat: 37.972778, Lng: -82.827778), Route carried "on" structure: County highway 1219, Year Built: 1991, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 70 (year 2011), Average Future Daily Traffic: 60 (year 2031), Design Load: HS 25 or greater, Features Intersected: HOOD CREEK, Facility Carried by Structure: ROSS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.164, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00049N, Location: 2.0 MI SE - KY 32 (Lat: 38.006944, Lng: -82.871389), Route carried "on" structure: County highway 1222, Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 26 (year 2029), Design Load: HS 25 or greater, Features Intersected: LOWER LAUREL CREEK, Facility Carried by Structure: LEFT FORK LAUREL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.316, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00049N, Location: 2.0 MI SE - KY 32 (Lat: 38.006944, Lng: -82.871389), Route carried "on" structure: County highway 1222, Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 26 (year 2029), Design Load: HS 25 or greater, Features Intersected: LOWER LAUREL CREEK, Facility Carried by Structure: LEFT FORK LAUREL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.316, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00053N, Location: 2.5 MI SE of JCT KY 32 (Lat: 38.004167, Lng: -82.793056), Route carried "on" structure: County highway 1209, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 68 (year 2020), Average Future Daily Traffic: 59 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: STEEL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00053N, Location: 2.5 MI SE of JCT KY 32 (Lat: 38.004167, Lng: -82.793056), Route carried "on" structure: County highway 1209, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 68 (year 2020), Average Future Daily Traffic: 59 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: STEEL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00054N, Location: 1.7 MI SE of JCT KY 32 (Lat: 38.011944, Lng: -82.799722), Route carried "on" structure: County highway 1211, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: ROCKHOUSE TRACE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.862, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00054N, Location: 1.7 MI SE of JCT KY 32 (Lat: 38.011944, Lng: -82.799722), Route carried "on" structure: County highway 1211, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: ROCKHOUSE TRACE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.862, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00056N, Location: .1 MI. WEST- KY 3394 (Lat: 38.064167, Lng: -82.891111), Route carried "on" structure: County highway 1243, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: RT FK CAINS CREEK, Facility Carried by Structure: LEFT FORK CAINS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64C00056N, Location: .1 MI. WEST- KY 3394 (Lat: 38.064167, Lng: -82.891111), Route carried "on" structure: County highway 1243, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: RT FK CAINS CREEK, Facility Carried by Structure: LEFT FORK CAINS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64C00057N, Location: 1.5 MI NW of JCT KY 32 (Lat: 38.044444, Lng: -82.873056), Route carried "on" structure: County highway 1240, Year Built: 1993, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2009), Average Future Daily Traffic: 8 (year 2029), Design Load: HS 25 or greater, Features Intersected: CAINS CREEK, Facility Carried by Structure: BUFFALO BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 8.7m (28.5ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64C00057N, Location: 1.5 MI NW of JCT KY 32 (Lat: 38.044444, Lng: -82.873056), Route carried "on" structure: County highway 1240, Year Built: 1993, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2009), Average Future Daily Traffic: 8 (year 2029), Design Load: HS 25 or greater, Features Intersected: CAINS CREEK, Facility Carried by Structure: BUFFALO BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 8.7m (28.5ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64C00058N, Location: 2.0 MI SW JCT KY 32 (Lat: 38.000278, Lng: -82.898333), Route carried "on" structure: County highway 1223, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 43 (year 2029), Design Load: HS 25 or greater, Features Intersected: LAUREL CREEK, Facility Carried by Structure: RIGHT FORK LAUREL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00058N, Location: 2.0 MI SW JCT KY 32 (Lat: 38.000278, Lng: -82.898333), Route carried "on" structure: County highway 1223, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 43 (year 2029), Design Load: HS 25 or greater, Features Intersected: LAUREL CREEK, Facility Carried by Structure: RIGHT FORK LAUREL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00061N, Location: .40 MI SE JCT KY 32 (Lat: 38.018889, Lng: -82.875000), Route carried "on" structure: County highway 1222, Year Built: 1995, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 26 (year 2029), Design Load: HS 25 or greater, Features Intersected: LAUREL CREEK, Facility Carried by Structure: LEFT FORK LAUREL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00061N, Location: .40 MI SE JCT KY 32 (Lat: 38.018889, Lng: -82.875000), Route carried "on" structure: County highway 1222, Year Built: 1995, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2009), Average Future Daily Traffic: 26 (year 2029), Design Load: HS 25 or greater, Features Intersected: LAUREL CREEK, Facility Carried by Structure: LEFT FORK LAUREL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00062N, Location: .2 MI E. JCT KY 201 (Lat: 38.014167, Lng: -82.836667), Route carried "on" structure: County highway 1216, Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 20 (year 2009), Average Future Daily Traffic: 17 (year 2029), Design Load: HS 25 or greater, Features Intersected: HOOD CREEK, Facility Carried by Structure: WHEELER BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.521, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00062N, Location: .2 MI E. JCT KY 201 (Lat: 38.014167, Lng: -82.836667), Route carried "on" structure: County highway 1216, Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 20 (year 2009), Average Future Daily Traffic: 17 (year 2029), Design Load: HS 25 or greater, Features Intersected: HOOD CREEK, Facility Carried by Structure: WHEELER BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.521, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00065N, Location: 0.15 MI E of JCT KY 201 (Lat: 38.008889, Lng: -82.834167), Route carried "on" structure: County highway 1217, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: HOOD CREEK, Facility Carried by Structure: RACCOON BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.235, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 97.0 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64C00065N, Location: 0.15 MI E of JCT KY 201 (Lat: 38.008889, Lng: -82.834167), Route carried "on" structure: County highway 1217, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: HOOD CREEK, Facility Carried by Structure: RACCOON BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.235, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 97.0 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64C00066N, Location: 0.05 MI W of JCT KY 3394 (Lat: 38.051944, Lng: -82.876944), Route carried "on" structure: County highway 1242, Year Built: 1995, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 8 (year 2031), Design Load: HS 25 or greater, Features Intersected: CAINS CREEK, Facility Carried by Structure: STEELS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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: 8.2m (26.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64C00066N, Location: 0.05 MI W of JCT KY 3394 (Lat: 38.051944, Lng: -82.876944), Route carried "on" structure: County highway 1242, Year Built: 1995, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 8 (year 2031), Design Load: HS 25 or greater, Features Intersected: CAINS CREEK, Facility Carried by Structure: STEELS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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: 8.2m (26.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64C00068N, Location: 3.0 MI SE of JCT KY 32 (Lat: 37.998889, Lng: -82.790278), Route carried "on" structure: County highway 1203, Year Built: 1997, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: BRUSHY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.746, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64C00068N, Location: 3.0 MI SE of JCT KY 32 (Lat: 37.998889, Lng: -82.790278), Route carried "on" structure: County highway 1203, Year Built: 1997, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK, Facility Carried by Structure: BRUSHY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.746, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64C00085N, Location: .2 M.E.CR5222-S-Ky 32 (Lat: 38.010833, Lng: -82.876944), Route carried "on" structure: County highway 1256, Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2012), Average Future Daily Traffic: 2,032 (year 2032), Features Intersected: Lower Laurel Creek, Facility Carried by Structure: Upper Laurel Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.175, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 64C00085N, Location: .2 M.E.CR5222-S-Ky 32 (Lat: 38.010833, Lng: -82.876944), Route carried "on" structure: County highway 1256, Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2012), Average Future Daily Traffic: 2,032 (year 2032), Features Intersected: Lower Laurel Creek, Facility Carried by Structure: Upper Laurel Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.175, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete