Bridge Statistics for Brodhead, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 138ft / 41.7mTotal length
- $56,000Total costs
- 36,737Total average daily traffic
- 3,639Total average daily truck traffic
- 27,736Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Brodhead
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 41980-1989
- 31990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Good
- 35.7%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 21.4%Very good
- 14.3%Good
- 50.0%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 7.1%Very good
- 21.4%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 5.9%Excellent
- 23.5%Good
- 47.1%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
Find on map >> Show street view
Structure Number: 102B00009N, Location: .2 MI N OF JCT KY 1650 (Lat: 37.355556, Lng: -84.436111), Route carried "on" structure: State highway 70, Year Built: 1935, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,113 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,859 (year 2039), Features Intersected: LITTLE NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 102B00009N, Location: .2 MI N OF JCT KY 1650 (Lat: 37.355556, Lng: -84.436111), Route carried "on" structure: State highway 70, Year Built: 1935, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,113 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,859 (year 2039), Features Intersected: LITTLE NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.189, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 102B00057N, Location: 1.7 MI W OF JCT US 150 (Lat: 37.391667, Lng: -84.449167), Route carried "on" structure: State highway 3245, Year Built: 1962, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 350 (year 2020), Average Future Daily Traffic: 304 (year 2040), Design Load: HS 20, Features Intersected: TARKLIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102B00057N, Location: 1.7 MI W OF JCT US 150 (Lat: 37.391667, Lng: -84.449167), Route carried "on" structure: State highway 3245, Year Built: 1962, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 350 (year 2020), Average Future Daily Traffic: 304 (year 2040), Design Load: HS 20, Features Intersected: TARKLIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102B00060N, Location: .5 MI EAST JCT US 150 (Lat: 37.402222, Lng: -84.405278), Route carried "on" structure: State highway 1505, Year Built: 1988, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,805 (year 2019), Average Future Daily Traffic: 1,588 (year 2039), Design Load: HS 20+Mod, Features Intersected: BOONE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00060N, Location: .5 MI EAST JCT US 150 (Lat: 37.402222, Lng: -84.405278), Route carried "on" structure: State highway 1505, Year Built: 1988, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,805 (year 2019), Average Future Daily Traffic: 1,588 (year 2039), Design Load: HS 20+Mod, Features Intersected: BOONE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 102B00066N, Location: 75' EAST JCT KY 70 (Lat: 37.379444, Lng: -84.414722), Route carried "on" structure: US 150, Year Built: 2011, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 7,549 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 6,265 (year 2039), Features Intersected: NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00066N, Location: 75' EAST JCT KY 70 (Lat: 37.379444, Lng: -84.414722), Route carried "on" structure: US 150, Year Built: 2011, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 7,549 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 6,265 (year 2039), Features Intersected: NEGRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 102B00067N, Location: .15 M E JCT KY 3245 (Lat: 37.388611, Lng: -84.421111), Route carried "on" structure: US 150, Year Built: 2009, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 7,549 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 6,265 (year 2039), Features Intersected: Negro Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.624, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00067N, Location: .15 M E JCT KY 3245 (Lat: 37.388611, Lng: -84.421111), Route carried "on" structure: US 150, Year Built: 2009, Status: Open, Structure Length: 8.33m (27.33ft), Average Daily Traffic: 7,549 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 6,265 (year 2039), Features Intersected: Negro Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.624, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 102B00068N, Location: 0.9 M E of Lincoln Co. (Lat: 37.426389, Lng: -84.454444), Route carried "on" structure: US 150, Year Built: 2009, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,306 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 3,573 (year 2039), Design Load: HS 25 or greater, Features Intersected: Unnamed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.502, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: 86.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 102B00068N, Location: 0.9 M E of Lincoln Co. (Lat: 37.426389, Lng: -84.454444), Route carried "on" structure: US 150, Year Built: 2009, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,306 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 3,573 (year 2039), Design Load: HS 25 or greater, Features Intersected: Unnamed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.502, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: 86.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 102B00069N, Location: 0.1 M North of KY 2250 (Lat: 37.402500, Lng: -84.413611), Route carried "on" structure: State highway 1505, Year Built: 2014, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,805 (year 2019), Average Future Daily Traffic: 1,588 (year 2039), Design Load: Greater than HL93, Features Intersected: Dix River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 93.6 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: 72.3 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102B00069N, Location: 0.1 M North of KY 2250 (Lat: 37.402500, Lng: -84.413611), Route carried "on" structure: State highway 1505, Year Built: 2014, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,805 (year 2019), Average Future Daily Traffic: 1,588 (year 2039), Design Load: Greater than HL93, Features Intersected: Dix River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 93.6 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: 72.3 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 102C00025N, Location: .05 MI NE OF JCT US 150 (Lat: 37.423611, Lng: -84.456667), Route carried "on" structure: County highway 1380, Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 76 (year 2019), Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO DIX RIVER, Facility Carried by Structure: GUM SULPHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 97.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $57,000, Total Project Cost: $56,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00025N, Location: .05 MI NE OF JCT US 150 (Lat: 37.423611, Lng: -84.456667), Route carried "on" structure: County highway 1380, Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 76 (year 2019), Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO DIX RIVER, Facility Carried by Structure: GUM SULPHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 97.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $57,000, Total Project Cost: $56,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102C00027N, Location: .1 MI E. US 150 (Lat: 37.386389, Lng: -84.416111), Route carried "on" structure: County highway 1400, Year Built: 1950, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 24 (year 2039), Features Intersected: LITTLE NEGRO CREEK, Facility Carried by Structure: FOGGY BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.650, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102C00027N, Location: .1 MI E. US 150 (Lat: 37.386389, Lng: -84.416111), Route carried "on" structure: County highway 1400, Year Built: 1950, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 24 (year 2039), Features Intersected: LITTLE NEGRO CREEK, Facility Carried by Structure: FOGGY BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.650, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102C00035N, Location: 60 FT. W. JCT. CR 5356 (Lat: 37.410000, Lng: -84.416389), Route carried "on" structure: City street 2010, Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 76 (year 2019), Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: LONG BRANCH @BRODHEAD, Facility Carried by Structure: CUPPS CHAPEL-BRODH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 93.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00035N, Location: 60 FT. W. JCT. CR 5356 (Lat: 37.410000, Lng: -84.416389), Route carried "on" structure: City street 2010, Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 76 (year 2019), Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: LONG BRANCH @BRODHEAD, Facility Carried by Structure: CUPPS CHAPEL-BRODH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 93.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102C00041N, Location: 0.5 MI. N JCT US 150 (Lat: 37.411389, Lng: -84.414722), Route carried "on" structure: County highway 1365, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 227 (year 2019), Average Future Daily Traffic: 197 (year 2039), Design Load: HS 25 or greater, Features Intersected: LONG BRANCH, Facility Carried by Structure: CHESTNUT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.882, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102C00041N, Location: 0.5 MI. N JCT US 150 (Lat: 37.411389, Lng: -84.414722), Route carried "on" structure: County highway 1365, Year Built: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 227 (year 2019), Average Future Daily Traffic: 197 (year 2039), Design Load: HS 25 or greater, Features Intersected: LONG BRANCH, Facility Carried by Structure: CHESTNUT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.882, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102C00044N, Location: .3 MI N US 150 (Lat: 37.408889, Lng: -84.417778), Route carried "on" structure: County highway 1365, Year Built: 1990, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 106 (year 2006), Average Future Daily Traffic: 138 (year 2026), Design Load: HS 25 or greater, Features Intersected: DIX RIVER, Facility Carried by Structure: CHESTNUT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00044N, Location: .3 MI N US 150 (Lat: 37.408889, Lng: -84.417778), Route carried "on" structure: County highway 1365, Year Built: 1990, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 106 (year 2006), Average Future Daily Traffic: 138 (year 2026), Design Load: HS 25 or greater, Features Intersected: DIX RIVER, Facility Carried by Structure: CHESTNUT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.488, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102C00056N, Location: 200' WEST JCT KY 1505 (Lat: 37.403333, Lng: -84.412500), Route carried "on" structure: City street 2028, Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 361 (year 2019), Average Future Daily Traffic: 314 (year 2039), Features Intersected: BOONE FORK, Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, 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: 10.7m (35.1ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Superior 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102C00056N, Location: 200' WEST JCT KY 1505 (Lat: 37.403333, Lng: -84.412500), Route carried "on" structure: City street 2028, Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 361 (year 2019), Average Future Daily Traffic: 314 (year 2039), Features Intersected: BOONE FORK, Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, 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: 10.7m (35.1ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Superior 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 102C00065N, Location: .25 MI- W JCT KY 5372 (Lat: 37.414444, Lng: -84.419167), Route carried "on" structure: County highway 1382, Year Built: 1997, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 24 (year 2039), Features Intersected: GRASSY BRANCH, Facility Carried by Structure: GRASSY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00065N, Location: .25 MI- W JCT KY 5372 (Lat: 37.414444, Lng: -84.419167), Route carried "on" structure: County highway 1382, Year Built: 1997, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 24 (year 2039), Features Intersected: GRASSY BRANCH, Facility Carried by Structure: GRASSY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102C00068N, Location: .15 MI. W. OF CR 5359 (Lat: 37.457778, Lng: -84.412222), Route carried "on" structure: County highway 1364, Year Built: 1999, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 38 (year 2019), Average Future Daily Traffic: 33 (year 2039), Features Intersected: COPPER CREEK, Facility Carried by Structure: ARVIL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102C00068N, Location: .15 MI. W. OF CR 5359 (Lat: 37.457778, Lng: -84.412222), Route carried "on" structure: County highway 1364, Year Built: 1999, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 38 (year 2019), Average Future Daily Traffic: 33 (year 2039), Features Intersected: COPPER CREEK, Facility Carried by Structure: ARVIL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.267, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 102C00075N, Location: .60 MI NW OF JCT KY 70 (Lat: 37.388611, Lng: -84.420278), Route carried "on" structure: County highway 1303, Year Built: 1987, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 6,410 (year 2011), Average Future Daily Traffic: 2,031 (year 2031), Design Load: HS 20, Features Intersected: NEGRO CREEK, Facility Carried by Structure: Heavenly Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 102C00075N, Location: .60 MI NW OF JCT KY 70 (Lat: 37.388611, Lng: -84.420278), Route carried "on" structure: County highway 1303, Year Built: 1987, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 6,410 (year 2011), Average Future Daily Traffic: 2,031 (year 2031), Design Load: HS 20, Features Intersected: NEGRO CREEK, Facility Carried by Structure: Heavenly Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 102C00078N, Location: .9 Mi S. E. of Linoln CL (Lat: 37.422500, Lng: -84.456111), Route carried "on" structure: County highway 1305, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,910 (year 2012), Average Future Daily Traffic: 3,401 (year 2032), Features Intersected: Slaty Creek, Facility Carried by Structure: Ft. Harrod Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.603, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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 2021
Structure Number: 102C00078N, Location: .9 Mi S. E. of Linoln CL (Lat: 37.422500, Lng: -84.456111), Route carried "on" structure: County highway 1305, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,910 (year 2012), Average Future Daily Traffic: 3,401 (year 2032), Features Intersected: Slaty Creek, Facility Carried by Structure: Ft. Harrod Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.603, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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 2021