Bridge Statistics for Hillview, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 95ft / 29.4mTotal length
- $89,000Total costs
- 269,046Total average daily traffic
- 45,971Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hillview
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31950-1959
- 21970-1979
- 41980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 20.0%Satisfactory
- 40.0%Fair
- 40.0%Poor
- Bridge Condition - Superstructure
- 80.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 30.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 15B00002N, Location: 0.35 MI E OF KY 61 (Lat: 38.070278, Lng: -85.666389), Route carried "on" structure: State highway 1116, Year Built: 1925, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,674 (year 2018), Average Future Daily Traffic: 3,416 (year 2038), Features Intersected: TANYARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.562, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $89,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15B00002N, Location: 0.35 MI E OF KY 61 (Lat: 38.070278, Lng: -85.666389), Route carried "on" structure: State highway 1116, Year Built: 1925, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,674 (year 2018), Average Future Daily Traffic: 3,416 (year 2038), Features Intersected: TANYARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.562, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $89,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15B00037N, Location: 0.30 MI S OF KY 1526 (Lat: 38.059722, Lng: -85.696389), Route carried "on" structure: State highway 1450, Year Built: 1954, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,266 (year 2018), Average Future Daily Traffic: 2,130 (year 2038), Design Load: H 15, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.594, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 15B00037N, Location: 0.30 MI S OF KY 1526 (Lat: 38.059722, Lng: -85.696389), Route carried "on" structure: State highway 1450, Year Built: 1954, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,266 (year 2018), Average Future Daily Traffic: 2,130 (year 2038), Design Load: H 15, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.594, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 15B00038N, Location: 0.3 MI N OF KY 1526 (Lat: 38.067500, Lng: -85.693333), Route carried "on" structure: State highway 1450, Year Built: 1954, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,412 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,683 (year 2039), Design Load: H 15, Features Intersected: BR OF BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 15B00038N, Location: 0.3 MI N OF KY 1526 (Lat: 38.067500, Lng: -85.693333), Route carried "on" structure: State highway 1450, Year Built: 1954, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,412 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,683 (year 2039), Design Load: H 15, Features Intersected: BR OF BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 15B00045N, Location: 1.75 MI S OF JEFFERSON CL (Lat: 38.061111, Lng: -85.699167), Route carried "on" structure: Interstate 65, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 91,084 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 97,459 (year 2039), Design Load: HS 20, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.447, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 14 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: 32.7 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 15B00045N, Location: 1.75 MI S OF JEFFERSON CL (Lat: 38.061111, Lng: -85.699167), Route carried "on" structure: Interstate 65, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 91,084 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 97,459 (year 2039), Design Load: HS 20, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.447, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 14 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: 32.7 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 15B00057N, Location: 1.35 MI E OF KY 61 (Lat: 38.034444, Lng: -85.659444), Route carried "on" structure: State highway 1526, Year Built: 1970, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 4,945 (year 2015), Average Future Daily Traffic: 4,598 (year 2035), Design Load: H 20, Features Intersected: FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.091, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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
Structure Number: 15B00057N, Location: 1.35 MI E OF KY 61 (Lat: 38.034444, Lng: -85.659444), Route carried "on" structure: State highway 1526, Year Built: 1970, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 4,945 (year 2015), Average Future Daily Traffic: 4,598 (year 2035), Design Load: H 20, Features Intersected: FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.091, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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
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Structure Number: 15B00059N, Location: 1.5 MI E OF KY 61 (Lat: 38.063889, Lng: -85.647222), Route carried "on" structure: State highway 1116, Year Built: 1975, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 3,934 (year 2018), Average Future Daily Traffic: 3,658 (year 2038), Design Load: H 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.940, 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
Structure Number: 15B00059N, Location: 1.5 MI E OF KY 61 (Lat: 38.063889, Lng: -85.647222), Route carried "on" structure: State highway 1116, Year Built: 1975, Status: Open, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 3,934 (year 2018), Average Future Daily Traffic: 3,658 (year 2038), Design Load: H 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.940, 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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
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Structure Number: 15B00079N, Location: 0.6 MI E OF KY 1020 (Lat: 38.063333, Lng: -85.699167), Route carried "on" structure: State highway 1526, Year Built: 1985, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 26,145 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 24,314 (year 2038), Design Load: HS 20+Mod, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.416, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: 15B00079N, Location: 0.6 MI E OF KY 1020 (Lat: 38.063333, Lng: -85.699167), Route carried "on" structure: State highway 1526, Year Built: 1985, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 26,145 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 24,314 (year 2038), Design Load: HS 20+Mod, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.416, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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
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Structure Number: 15B00080N, Location: 0.5 MI E OF KY 1020 (Lat: 38.062778, Lng: -85.701667), Route carried "on" structure: State highway 1526, Year Built: 1985, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 9,542 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,874 (year 2040), Design Load: HS 20, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.219, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: 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
Structure Number: 15B00080N, Location: 0.5 MI E OF KY 1020 (Lat: 38.062778, Lng: -85.701667), Route carried "on" structure: State highway 1526, Year Built: 1985, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 9,542 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,874 (year 2040), Design Load: HS 20, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.219, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: 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
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Structure Number: 15B00088N, Location: 0.3 MI E OF I-65 NTRCH (Lat: 38.063333, Lng: -85.693611), Route carried "on" structure: State highway 1526, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 14,176 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,183 (year 2040), Design Load: HS 25 or greater, Features Intersected: BR OF BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.918, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 88.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 15B00088N, Location: 0.3 MI E OF I-65 NTRCH (Lat: 38.063333, Lng: -85.693611), Route carried "on" structure: State highway 1526, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 14,176 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,183 (year 2040), Design Load: HS 25 or greater, Features Intersected: BR OF BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.918, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 88.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 15B00101N, Location: 1.9 MI N OF KY 1020 (Lat: 38.034722, Lng: -85.689444), Route carried "on" structure: State highway 61, Year Built: 2015, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 8,493 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,898 (year 2039), Design Load: HL 93, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.872, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 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: September 2020
Structure Number: 15B00101N, Location: 1.9 MI N OF KY 1020 (Lat: 38.034722, Lng: -85.689444), Route carried "on" structure: State highway 61, Year Built: 2015, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 8,493 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,898 (year 2039), Design Load: HL 93, Features Intersected: BROOKS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.872, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 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: September 2020
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Structure Number: 15C00018N, Location: 170 FT S OF KY 1116 (Lat: 38.063611, Lng: -85.653889), Route carried "on" structure: County highway 1081, Year Built: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 392 (year 2009), Average Future Daily Traffic: 368 (year 2029), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: STAVE MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15C00018N, Location: 170 FT S OF KY 1116 (Lat: 38.063611, Lng: -85.653889), Route carried "on" structure: County highway 1081, Year Built: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 392 (year 2009), Average Future Daily Traffic: 368 (year 2029), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: STAVE MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15B00079N, Location: 0.6 MI E OF KY 1020 (Lat: 38.063333, Lng: -85.699167), Route carried "under" structure: Interstate 65, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 93,983 (year 2020), Truck Traffic: 22%, Features Intersected: I-65, Facility Carried by Structure: KY 1526
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 195.690, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft)
Structure Number: 15B00079N, Location: 0.6 MI E OF KY 1020 (Lat: 38.063333, Lng: -85.699167), Route carried "under" structure: Interstate 65, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 93,983 (year 2020), Truck Traffic: 22%, Features Intersected: I-65, Facility Carried by Structure: KY 1526
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 195.690, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft)