Bridge Statistics for Vicco, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 279ft / 85.2mTotal length
- $4,547,000Total costs
- 38,183Total average daily traffic
- 2,731Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vicco
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31950-1959
- 21960-1969
- 121970-1979
- 21980-1989
- 11990-1999
- 22020-2022
- Bridge Condition - Deck
- 22.2%Very good
- 16.7%Good
- 33.3%Satisfactory
- 22.2%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 5.6%Very good
- 44.4%Good
- 38.9%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Substructure
- 5.6%Very good
- 44.4%Good
- 27.8%Satisfactory
- 16.7%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 77.3%Good
- 13.6%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 60B00024N, Location: .02 MI N.W. OF JCT KY 15 (Lat: 37.218611, Lng: -83.051667), Route carried "on" structure: State highway 1088, Year Built: 1927, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,076 (year 2018), Average Future Daily Traffic: 946 (year 2038), Design Load: H 15, Features Intersected: CARR FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $389,000, Total Project Cost: $388,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60B00024N, Location: .02 MI N.W. OF JCT KY 15 (Lat: 37.218611, Lng: -83.051667), Route carried "on" structure: State highway 1088, Year Built: 1927, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 1,076 (year 2018), Average Future Daily Traffic: 946 (year 2038), Design Load: H 15, Features Intersected: CARR FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.320, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $389,000, Total Project Cost: $388,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60B00025N, Location: .20 MI N.W. OF JCT KY 15 (Lat: 37.220556, Lng: -83.055556), Route carried "on" structure: State highway 1088, Year Built: 1927, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,076 (year 2018), Average Future Daily Traffic: 946 (year 2038), Design Load: H 15, Features Intersected: YELLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $102,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60B00025N, Location: .20 MI N.W. OF JCT KY 15 (Lat: 37.220556, Lng: -83.055556), Route carried "on" structure: State highway 1088, Year Built: 1927, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,076 (year 2018), Average Future Daily Traffic: 946 (year 2038), Design Load: H 15, Features Intersected: YELLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.908, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $102,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60B00038N, Location: 2.8 MI East of JCT KY 721 (Lat: 37.266389, Lng: -83.055000), Route carried "on" structure: State highway 1088, Year Built: 1957, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 821 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 722 (year 2039), Design Load: H 15, Features Intersected: Kelly Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.638, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 60B00038N, Location: 2.8 MI East of JCT KY 721 (Lat: 37.266389, Lng: -83.055000), Route carried "on" structure: State highway 1088, Year Built: 1957, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 821 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 722 (year 2039), Design Load: H 15, Features Intersected: Kelly Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.638, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 60B00039N, Location: 1.8 MI East of JCT KY 721 (Lat: 37.268056, Lng: -83.067500), Route carried "on" structure: State highway 1088, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 821 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 722 (year 2039), Design Load: H 15, Features Intersected: Youngs Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.127, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2021
Structure Number: 60B00039N, Location: 1.8 MI East of JCT KY 721 (Lat: 37.268056, Lng: -83.067500), Route carried "on" structure: State highway 1088, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 821 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 722 (year 2039), Design Load: H 15, Features Intersected: Youngs Fork
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.127, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2021
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Structure Number: 60B00056N, Location: 0.1 MI W of JCT KY 1231 (Lat: 37.230000, Lng: -82.997778), Route carried "on" structure: State highway 15, Year Built: 1972, Status: Posted for load, Structure Length: 19.29m (63.29ft), Average Daily Traffic: 4,517 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,245 (year 2040), Design Load: HS 20, Features Intersected: Carr Fork Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.151, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 71.6m (234.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60B00056N, Location: 0.1 MI W of JCT KY 1231 (Lat: 37.230000, Lng: -82.997778), Route carried "on" structure: State highway 15, Year Built: 1972, Status: Posted for load, Structure Length: 19.29m (63.29ft), Average Daily Traffic: 4,517 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,245 (year 2040), Design Load: HS 20, Features Intersected: Carr Fork Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.151, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 71.6m (234.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60B00057N, Location: .50 MI E OF JCT KY 1088 (Lat: 37.222778, Lng: -83.043889), Route carried "on" structure: State highway 15, Year Built: 1972, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,517 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,245 (year 2040), Design Load: HS 20, Features Intersected: RED OAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 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: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 60B00057N, Location: .50 MI E OF JCT KY 1088 (Lat: 37.222778, Lng: -83.043889), Route carried "on" structure: State highway 15, Year Built: 1972, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,517 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,245 (year 2040), Design Load: HS 20, Features Intersected: RED OAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 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: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 60C00035N, Location: .1 MI N OF JCT KY 15 (Lat: 37.222222, Lng: -83.045556), Route carried "on" structure: County highway 1220, Year Built: 1960, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 85 (year 2010), Average Future Daily Traffic: 73 (year 2030), Features Intersected: CARR FORK, Facility Carried by Structure: ROWDY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $98,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 60C00035N, Location: .1 MI N OF JCT KY 15 (Lat: 37.222222, Lng: -83.045556), Route carried "on" structure: County highway 1220, Year Built: 1960, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 85 (year 2010), Average Future Daily Traffic: 73 (year 2030), Features Intersected: CARR FORK, Facility Carried by Structure: ROWDY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $98,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 60C00054N, Location: 1 MI. N OF KY 15 @ SPLWAY (Lat: 37.233056, Lng: -83.033611), Route carried "on" structure: County highway 1221, Year Built: 1981, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 304 (year 2010), Average Future Daily Traffic: 264 (year 2030), Features Intersected: CARRS FORK SPILLWAY, Facility Carried by Structure: SASSAFRAS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 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: 81.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: June 2021
Structure Number: 60C00054N, Location: 1 MI. N OF KY 15 @ SPLWAY (Lat: 37.233056, Lng: -83.033611), Route carried "on" structure: County highway 1221, Year Built: 1981, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 304 (year 2010), Average Future Daily Traffic: 264 (year 2030), Features Intersected: CARRS FORK SPILLWAY, Facility Carried by Structure: SASSAFRAS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 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: 81.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: June 2021
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Structure Number: 97B00011N, Location: VIADUCT IN VICCO (Lat: 37.217222, Lng: -83.060278), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Posted for load, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 6,453 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,065 (year 2039), Design Load: HS 20, Features Intersected: CSX RR-MAIN ST-CARR FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,213,000, Total Project Cost: $3,213,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 97B00011N, Location: VIADUCT IN VICCO (Lat: 37.217222, Lng: -83.060278), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Posted for load, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 6,453 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,065 (year 2039), Design Load: HS 20, Features Intersected: CSX RR-MAIN ST-CARR FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.452, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: 1.72m (5.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,213,000, Total Project Cost: $3,213,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 97B00021N, Location: 1.5 MI W OF JCT KY 1095 (Lat: 37.203333, Lng: -83.084722), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 6,453 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,065 (year 2039), Design Load: HS 20, Features Intersected: CARR FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.270, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 97B00021N, Location: 1.5 MI W OF JCT KY 1095 (Lat: 37.203333, Lng: -83.084722), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 6,453 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,065 (year 2039), Design Load: HS 20, Features Intersected: CARR FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.270, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 97B00022N, Location: 1.3 MI W OF JCT KY 1095 (Lat: 37.205833, Lng: -83.080833), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,453 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,065 (year 2039), Design Load: HS 20, Features Intersected: CARR FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.847, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 97B00022N, Location: 1.3 MI W OF JCT KY 1095 (Lat: 37.205833, Lng: -83.080833), Route carried "on" structure: State highway 15, Year Built: 1970, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 6,453 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,065 (year 2039), Design Load: HS 20, Features Intersected: CARR FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.847, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 97B00038N, Location: .30 MI S.E. OF JCT KY 15 (Lat: 37.215556, Lng: -83.060833), Route carried "on" structure: State highway 1095, Year Built: 1975, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: H 20, Features Intersected: CARRS FORK OF NORTH FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.125, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $274,000, Total Project Cost: $274,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 97B00038N, Location: .30 MI S.E. OF JCT KY 15 (Lat: 37.215556, Lng: -83.060833), Route carried "on" structure: State highway 1095, Year Built: 1975, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: H 20, Features Intersected: CARRS FORK OF NORTH FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.125, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $274,000, Total Project Cost: $274,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 97B00042N, Location: .05 MI EAST OF JCT KY 7 (Lat: 37.173611, Lng: -83.091944), Route carried "on" structure: State highway 2447, Year Built: 1961, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 551 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 479 (year 2038), Design Load: H 20, Features Intersected: N. FORK OF KENTUCKY RIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 97B00042N, Location: .05 MI EAST OF JCT KY 7 (Lat: 37.173611, Lng: -83.091944), Route carried "on" structure: State highway 2447, Year Built: 1961, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 551 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 479 (year 2038), Design Load: H 20, Features Intersected: N. FORK OF KENTUCKY RIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 97B00058N, Location: .05 MI S OF JCT KY 15 (Lat: 37.206389, Lng: -83.072500), Route carried "on" structure: State highway 3197, Year Built: 1957, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,266 (year 2019), Average Future Daily Traffic: 1,101 (year 2039), Design Load: H 15, Features Intersected: CARRS FK.& GEORGE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.44m (1.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $395,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 97B00058N, Location: .05 MI S OF JCT KY 15 (Lat: 37.206389, Lng: -83.072500), Route carried "on" structure: State highway 3197, Year Built: 1957, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,266 (year 2019), Average Future Daily Traffic: 1,101 (year 2039), Design Load: H 15, Features Intersected: CARRS FK.& GEORGE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.44m (1.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $395,000, Total Project Cost: $395,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 97B00090N, Location: 1.2 MI S.E. OF JCT KY 15 (Lat: 37.211389, Lng: -83.047778), Route carried "on" structure: State highway 1095, Year Built: 1978, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: HS 20, Features Intersected: MONTGOMERY CREEK-1.1 SW1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 97B00090N, Location: 1.2 MI S.E. OF JCT KY 15 (Lat: 37.211389, Lng: -83.047778), Route carried "on" structure: State highway 1095, Year Built: 1978, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: HS 20, Features Intersected: MONTGOMERY CREEK-1.1 SW1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.633, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 97B00091N, Location: 1.7 MI S.E. OF JCT KY 15 (Lat: 37.205278, Lng: -83.041389), Route carried "on" structure: State highway 1095, Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: HS 20, Features Intersected: MONTGOMERY CREEK 1.7SW-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.656, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 96.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 97B00091N, Location: 1.7 MI S.E. OF JCT KY 15 (Lat: 37.205278, Lng: -83.041389), Route carried "on" structure: State highway 1095, Year Built: 1978, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: HS 20, Features Intersected: MONTGOMERY CREEK 1.7SW-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.656, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 96.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 97B00092N, Location: 2.4 MI S.E. OF JCT KY 15 (Lat: 37.204444, Lng: -83.030833), Route carried "on" structure: State highway 1095, Year Built: 1978, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: HS 20, Features Intersected: MONTGOMERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 95.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.5 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 97B00092N, Location: 2.4 MI S.E. OF JCT KY 15 (Lat: 37.204444, Lng: -83.030833), Route carried "on" structure: State highway 1095, Year Built: 1978, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 558 (year 2020), Average Future Daily Traffic: 491 (year 2040), Design Load: HS 20, Features Intersected: MONTGOMERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 95.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.5 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 97C00041N, Location: .05 MI SE OF KY 2447-B42 (Lat: 37.173056, Lng: -83.090556), Route carried "on" structure: County highway 1510, Year Built: 1970, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 248 (year 2012), Average Future Daily Traffic: 215 (year 2032), Features Intersected: BIG BRANCH, Facility Carried by Structure: FORT BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.055, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $79,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 97C00041N, Location: .05 MI SE OF KY 2447-B42 (Lat: 37.173056, Lng: -83.090556), Route carried "on" structure: County highway 1510, Year Built: 1970, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 248 (year 2012), Average Future Daily Traffic: 215 (year 2032), Features Intersected: BIG BRANCH, Facility Carried by Structure: FORT BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.055, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $79,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 97C00070N, Location: .01 MI-W JCT KY 1095 (Lat: 37.212500, Lng: -83.058889), Route carried "on" structure: City street 2017, Year Built: 1994, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 56 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: MONTGOMERY CREEK, Facility Carried by Structure: Upper Honeysuckle
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: > 39.9% below), 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
Structure Number: 97C00070N, Location: .01 MI-W JCT KY 1095 (Lat: 37.212500, Lng: -83.058889), Route carried "on" structure: City street 2017, Year Built: 1994, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 56 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: MONTGOMERY CREEK, Facility Carried by Structure: Upper Honeysuckle
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: > 39.9% below), 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
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Structure Number: 97C00088N, Location: 30' W of KY 1095 MP 1.9 (Lat: 37.210556, Lng: -83.052222), Route carried "on" structure: County highway 1159, Year Built: 1989, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 26 (year 2031), Features Intersected: Montgomery Creek, Facility Carried by Structure: Gingerbread Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 26.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 97C00088N, Location: 30' W of KY 1095 MP 1.9 (Lat: 37.210556, Lng: -83.052222), Route carried "on" structure: County highway 1159, Year Built: 1989, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 26 (year 2031), Features Intersected: Montgomery Creek, Facility Carried by Structure: Gingerbread Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 26.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 97C00094N, Location: 50' West of KY 1095 (Lat: 37.213889, Lng: -83.060000), Route carried "on" structure: City street 2014, Year Built: 2020, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 2,040 (year 2040), Design Load: Greater than HL93, Features Intersected: Montgomery Creek, Facility Carried by Structure: Lower Honeysuckle
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 95.3 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: 73.5 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 97C00094N, Location: 50' West of KY 1095 (Lat: 37.213889, Lng: -83.060000), Route carried "on" structure: City street 2014, Year Built: 2020, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 2,040 (year 2040), Design Load: Greater than HL93, Features Intersected: Montgomery Creek, Facility Carried by Structure: Lower Honeysuckle
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 95.3 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: 73.5 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 97C00097N, Location: .1 M S OF JCT KY 3197 (Lat: 37.204722, Lng: -83.067778), Route carried "on" structure: County highway 1115, Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,174 (year 2012), Average Future Daily Traffic: 1,021 (year 2032), Design Load: Greater than HL93, Features Intersected: George's Branch, Facility Carried by Structure: George's Branch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 59.6 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: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 97C00097N, Location: .1 M S OF JCT KY 3197 (Lat: 37.204722, Lng: -83.067778), Route carried "on" structure: County highway 1115, Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,174 (year 2012), Average Future Daily Traffic: 1,021 (year 2032), Design Load: Greater than HL93, Features Intersected: George's Branch, Facility Carried by Structure: George's Branch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 59.6 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: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 97B00011N, Location: VIADUCT IN VICCO (Lat: 37.217222, Lng: -83.060278), Route carried "under" structure: City street 2003, Year Built: 1970, Structure Length: 0. m, Features Intersected: CSX RR-MAIN ST-CARR FK, Facility Carried by Structure: KY-15
Minimum Vertical Clearance: 8.88m (29.13ft), Kilometerpoint: 0.678, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 97B00011N, Location: VIADUCT IN VICCO (Lat: 37.217222, Lng: -83.060278), Route carried "under" structure: City street 2003, Year Built: 1970, Structure Length: 0. m, Features Intersected: CSX RR-MAIN ST-CARR FK, Facility Carried by Structure: KY-15
Minimum Vertical Clearance: 8.88m (29.13ft), Kilometerpoint: 0.678, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 97B00011N, Location: VIADUCT IN VICCO (Lat: 37.217222, Lng: -83.060278), Route carried "under" structure: City street 2013, Year Built: 1970, Structure Length: 0. m, Features Intersected: CSX RR-MAIN ST-CARR FK, Facility Carried by Structure: KY-15
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.269, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 97B00011N, Location: VIADUCT IN VICCO (Lat: 37.217222, Lng: -83.060278), Route carried "under" structure: City street 2013, Year Built: 1970, Structure Length: 0. m, Features Intersected: CSX RR-MAIN ST-CARR FK, Facility Carried by Structure: KY-15
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.269, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)