Bridge Statistics for Vanceburg, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 128ft / 39.4mTotal length
- $433,000Total costs
- 35,332Total average daily traffic
- 2,528Total average daily truck traffic
- 37,501Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vanceburg
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 41950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 41.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 16.7%Good
- 58.3%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 33.3%Good
- 50.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 4.8%Very good
- 14.3%Good
- 66.7%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 11.1%Good
- 77.8%Satisfactory
- 11.1%Fair
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Structure Number: 68B00014N, Location: .1 MI S OF JCT KY 1149 (Lat: 38.579444, Lng: -83.327778), Route carried "on" structure: State highway 59, Year Built: 1936, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,570 (year 2018), Average Future Daily Traffic: 2,261 (year 2038), Design Load: H 15, Features Intersected: APPLE TREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 68B00014N, Location: .1 MI S OF JCT KY 1149 (Lat: 38.579444, Lng: -83.327778), Route carried "on" structure: State highway 59, Year Built: 1936, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,570 (year 2018), Average Future Daily Traffic: 2,261 (year 2038), Design Load: H 15, Features Intersected: APPLE TREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 68B00015N, Location: .05 MI WEST OF JCT KY 59 (Lat: 38.521111, Lng: -83.335278), Route carried "on" structure: State highway 344, Year Built: 1935, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 673 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 592 (year 2040), Design Load: H 15, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $205,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 68B00015N, Location: .05 MI WEST OF JCT KY 59 (Lat: 38.521111, Lng: -83.335278), Route carried "on" structure: State highway 344, Year Built: 1935, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 673 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 592 (year 2040), Design Load: H 15, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $205,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 68B00016N, Location: 1.6 MI NOR. OF JCT KY 344 (Lat: 38.542500, Lng: -83.341944), Route carried "on" structure: State highway 59, Year Built: 1940, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,226 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,078 (year 2040), Design Load: H 15, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.699, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 28.2 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: 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 68B00016N, Location: 1.6 MI NOR. OF JCT KY 344 (Lat: 38.542500, Lng: -83.341944), Route carried "on" structure: State highway 59, Year Built: 1940, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,226 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,078 (year 2040), Design Load: H 15, Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.699, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 28.2 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: 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 68B00031N, Location: .05 MI EAST OF JCT KY 8 (Lat: 38.597778, Lng: -83.323889), Route carried "on" structure: State highway 8, Year Built: 1956, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,964 (year 2020), Average Future Daily Traffic: 2,608 (year 2040), Design Load: H 20, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $228,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 68B00031N, Location: .05 MI EAST OF JCT KY 8 (Lat: 38.597778, Lng: -83.323889), Route carried "on" structure: State highway 8, Year Built: 1956, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,964 (year 2020), Average Future Daily Traffic: 2,608 (year 2040), Design Load: H 20, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.3 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $228,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 68B00032N, Location: .1 MI E OF JCT KY 2523 (Lat: 38.601667, Lng: -83.346111), Route carried "on" structure: State highway 3037, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,007 (year 2020), Average Future Daily Traffic: 2,646 (year 2040), Design Load: H 20, Features Intersected: FLY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.264, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 79.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 68B00032N, Location: .1 MI E OF JCT KY 2523 (Lat: 38.601667, Lng: -83.346111), Route carried "on" structure: State highway 3037, Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,007 (year 2020), Average Future Daily Traffic: 2,646 (year 2040), Design Load: H 20, Features Intersected: FLY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.264, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 79.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 68B00033N, Location: 1.2 MI SW OF JCT KY 2523 (Lat: 38.585556, Lng: -83.358333), Route carried "on" structure: State highway 3037, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,541 (year 2019), Average Future Daily Traffic: 1,356 (year 2039), Design Load: H 20, Features Intersected: SHEPHERD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.925, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 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: January 2020
Structure Number: 68B00033N, Location: 1.2 MI SW OF JCT KY 2523 (Lat: 38.585556, Lng: -83.358333), Route carried "on" structure: State highway 3037, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,541 (year 2019), Average Future Daily Traffic: 1,356 (year 2039), Design Load: H 20, Features Intersected: SHEPHERD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.925, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 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: January 2020
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Structure Number: 68B00037N, Location: 2 MI SW OF JCT KY 2523 (Lat: 38.586667, Lng: -83.374167), Route carried "on" structure: State highway 9, Year Built: 1971, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,586 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,310 (year 2040), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.979, 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 68B00037N, Location: 2 MI SW OF JCT KY 2523 (Lat: 38.586667, Lng: -83.374167), Route carried "on" structure: State highway 9, Year Built: 1971, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,586 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,310 (year 2040), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.979, 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 68B00073N, Location: .05 MI SOU. OF JCT KY 10 (Lat: 38.600556, Lng: -83.346944), Route carried "on" structure: State highway 2523, Year Built: 1966, Status: Posted for load, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 1,349 (year 2018), Average Future Daily Traffic: 1,187 (year 2038), Design Load: HS 20, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 68B00073N, Location: .05 MI SOU. OF JCT KY 10 (Lat: 38.600556, Lng: -83.346944), Route carried "on" structure: State highway 2523, Year Built: 1966, Status: Posted for load, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 1,349 (year 2018), Average Future Daily Traffic: 1,187 (year 2038), Design Load: HS 20, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 68B00082N, Location: 2.0 MI NOR. OF JCT KY 344 (Lat: 38.546111, Lng: -83.340000), Route carried "on" structure: State highway 59, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,226 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,078 (year 2040), Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 68B00082N, Location: 2.0 MI NOR. OF JCT KY 344 (Lat: 38.546111, Lng: -83.340000), Route carried "on" structure: State highway 59, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,226 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,078 (year 2040), Features Intersected: GRASSY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 68B00094N, Location: 500'SE JCT KY 9 (Lat: 38.582778, Lng: -83.327778), Route carried "on" structure: State highway 59, Year Built: 1986, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,570 (year 2018), Average Future Daily Traffic: 2,261 (year 2038), Design Load: HS 20, Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.033, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.2 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 68B00094N, Location: 500'SE JCT KY 9 (Lat: 38.582778, Lng: -83.327778), Route carried "on" structure: State highway 59, Year Built: 1986, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,570 (year 2018), Average Future Daily Traffic: 2,261 (year 2038), Design Load: HS 20, Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.033, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.2 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 68B00095N, Location: 50'SE JCT KY 9 (Lat: 38.585000, Lng: -83.327222), Route carried "on" structure: State highway 59, Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,570 (year 2018), Average Future Daily Traffic: 2,261 (year 2038), Design Load: HS 20, Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.295, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 68B00095N, Location: 50'SE JCT KY 9 (Lat: 38.585000, Lng: -83.327222), Route carried "on" structure: State highway 59, Year Built: 1986, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,570 (year 2018), Average Future Daily Traffic: 2,261 (year 2038), Design Load: HS 20, Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.295, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 68B00099N, Location: 2.2 MI W JCT KY 59 (Lat: 38.585833, Lng: -83.353889), Route carried "on" structure: State highway 9, Year Built: 1986, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,106 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 5,739 (year 2038), Design Load: HS 20+Mod, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.931, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68B00099N, Location: 2.2 MI W JCT KY 59 (Lat: 38.585833, Lng: -83.353889), Route carried "on" structure: State highway 9, Year Built: 1986, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,106 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 5,739 (year 2038), Design Load: HS 20+Mod, Features Intersected: SALT LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.931, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68B00100N, Location: @ JCT KY 59 (Lat: 38.585556, Lng: -83.326944), Route carried "on" structure: State highway 9, Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,677 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,456 (year 2040), Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 68B00100N, Location: @ JCT KY 59 (Lat: 38.585556, Lng: -83.326944), Route carried "on" structure: State highway 9, Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,677 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,456 (year 2040), Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 68C00063N, Location: .15 MI- W JCT KY 59 (Lat: 38.528611, Lng: -83.343611), Route carried "on" structure: County highway 1001, Year Built: 1995, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 175 (year 2009), Average Future Daily Traffic: 152 (year 2029), Design Load: HS 25 or greater, Features Intersected: FULLER BRANCH, Facility Carried by Structure: FULLER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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: 7.9m (25.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 68C00063N, Location: .15 MI- W JCT KY 59 (Lat: 38.528611, Lng: -83.343611), Route carried "on" structure: County highway 1001, Year Built: 1995, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 175 (year 2009), Average Future Daily Traffic: 152 (year 2029), Design Load: HS 25 or greater, Features Intersected: FULLER BRANCH, Facility Carried by Structure: FULLER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), 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: 7.9m (25.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 68C00075N, Location: 107' W OF JCT. KY 59 (Lat: 38.528611, Lng: -83.341667), Route carried "on" structure: County highway 1001, Year Built: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 175 (year 2009), Average Future Daily Traffic: 152 (year 2029), Features Intersected: CLARKSBURG BRANCH, Facility Carried by Structure: FULLER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00075N, Location: 107' W OF JCT. KY 59 (Lat: 38.528611, Lng: -83.341667), Route carried "on" structure: County highway 1001, Year Built: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 175 (year 2009), Average Future Daily Traffic: 152 (year 2029), Features Intersected: CLARKSBURG BRANCH, Facility Carried by Structure: FULLER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68C00095N, Location: .4 mi. W. of Jct. Ky. 59 (Lat: 38.529167, Lng: -83.348333), Route carried "on" structure: County highway 1001, Year Built: 2010, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 175 (year 2009), Average Future Daily Traffic: 152 (year 2029), Features Intersected: Fuller Branch, Facility Carried by Structure: Fuller Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00095N, Location: .4 mi. W. of Jct. Ky. 59 (Lat: 38.529167, Lng: -83.348333), Route carried "on" structure: County highway 1001, Year Built: 2010, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 175 (year 2009), Average Future Daily Traffic: 152 (year 2029), Features Intersected: Fuller Branch, Facility Carried by Structure: Fuller Branch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68C00098N, Location: 2.9 MI East of jct. KY 59 (Lat: 38.548889, Lng: -83.286111), Route carried "on" structure: County highway 1002, Year Built: 2006, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 172 (year 2012), Average Future Daily Traffic: 2,032 (year 2032), Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: ROCK RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.659, 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: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00098N, Location: 2.9 MI East of jct. KY 59 (Lat: 38.548889, Lng: -83.286111), Route carried "on" structure: County highway 1002, Year Built: 2006, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 172 (year 2012), Average Future Daily Traffic: 2,032 (year 2032), Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: ROCK RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.659, 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: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68C00099N, Location: 0.645 mi S. of JCT Ky-9 (Lat: 38.580556, Lng: -83.378333), Route carried "on" structure: County highway 1300, Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 64 (year 2009), Average Future Daily Traffic: 55 (year 2029), Features Intersected: Little Sulpher
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00099N, Location: 0.645 mi S. of JCT Ky-9 (Lat: 38.580556, Lng: -83.378333), Route carried "on" structure: County highway 1300, Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 64 (year 2009), Average Future Daily Traffic: 55 (year 2029), Features Intersected: Little Sulpher
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68C00102N, Location: 230 FT. S. OF KY-9 (Lat: 38.569722, Lng: -83.266944), Route carried "on" structure: County highway 1068, Year Built: 2012, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 330 (year 2012), Average Future Daily Traffic: 2,032 (year 2032), Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00102N, Location: 230 FT. S. OF KY-9 (Lat: 38.569722, Lng: -83.266944), Route carried "on" structure: County highway 1068, Year Built: 2012, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 330 (year 2012), Average Future Daily Traffic: 2,032 (year 2032), Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68C00110N, Location: 771 ft. S. of KY 9 (Lat: 38.585556, Lng: -83.374167), Route carried "on" structure: County highway 1300, Year Built: 2015, Status: Posted for load, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 64 (year 2009), Average Future Daily Traffic: 55 (year 2029), Features Intersected: Salt Lick Creek, Facility Carried by Structure: Little Sulphur Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.5m (11.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00110N, Location: 771 ft. S. of KY 9 (Lat: 38.585556, Lng: -83.374167), Route carried "on" structure: County highway 1300, Year Built: 2015, Status: Posted for load, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 64 (year 2009), Average Future Daily Traffic: 55 (year 2029), Features Intersected: Salt Lick Creek, Facility Carried by Structure: Little Sulphur Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.5m (11.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68C00114N, Location: 2.76 M W of CR1002 (Lat: 38.550278, Lng: -83.288056), Route carried "on" structure: County highway 1002, Year Built: 2017, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 112 (year 2018), Average Future Daily Traffic: 2,038 (year 2038), Features Intersected: Rock run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 68C00114N, Location: 2.76 M W of CR1002 (Lat: 38.550278, Lng: -83.288056), Route carried "on" structure: County highway 1002, Year Built: 2017, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 112 (year 2018), Average Future Daily Traffic: 2,038 (year 2038), Features Intersected: Rock run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete