Bridge Statistics for Somerset, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11930-1939
- 31940-1949
- 71950-1959
- 11960-1969
- 101970-1979
- 51980-1989
- 41990-1999
- 182000-2009
- Bridge Condition - Deck
- 3.7%Very good
- 44.4%Good
- 33.3%Satisfactory
- 18.5%Fair
- Bridge Condition - Superstructure
- 7.4%Very good
- 48.1%Good
- 29.6%Satisfactory
- 14.8%Fair
- Bridge Condition - Substructure
- 40.7%Good
- 44.4%Satisfactory
- 11.1%Fair
- 3.7%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 35.7%Good
- 42.9%Satisfactory
- 10.7%Fair
- 3.6%Poor
- Bridge Condition - Culverts
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
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Structure Number: 100B00002N, Location: .4 MI N-UNIV. AVE-KY 1575 (Lat: 37.111389, Lng: -84.615000), Route carried "on" structure: State highway 1247, Year Built: 1951, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,886 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,473 (year 2039), Design Load: H 20, Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.252, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: July 2020
Structure Number: 100B00002N, Location: .4 MI N-UNIV. AVE-KY 1575 (Lat: 37.111389, Lng: -84.615000), Route carried "on" structure: State highway 1247, Year Built: 1951, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,886 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 5,473 (year 2039), Design Load: H 20, Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.252, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: July 2020
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Structure Number: 100B00027N, Location: .10 MI EAST OF JCT US 27 (Lat: 37.095556, Lng: -84.617500), Route carried "on" structure: Business State highway 80, Year Built: 1932, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 7,864 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,313 (year 2040), Design Load: H 15, Features Intersected: NS (CNO&TP) SYSTEM, Facility Carried by Structure: OGDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.356, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $357,000, Total Project Cost: $357,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 100B00027N, Location: .10 MI EAST OF JCT US 27 (Lat: 37.095556, Lng: -84.617500), Route carried "on" structure: Business State highway 80, Year Built: 1932, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 7,864 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,313 (year 2040), Design Load: H 15, Features Intersected: NS (CNO&TP) SYSTEM, Facility Carried by Structure: OGDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.356, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $357,000, Total Project Cost: $357,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100B00044N, Location: .30 MI N OF JCT US 27 (Lat: 37.107222, Lng: -84.622222), Route carried "on" structure: State highway 2227, Year Built: 1955, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,795 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,529 (year 2040), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 93.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $309,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 100B00044N, Location: .30 MI N OF JCT US 27 (Lat: 37.107222, Lng: -84.622222), Route carried "on" structure: State highway 2227, Year Built: 1955, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,795 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,529 (year 2040), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 93.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $309,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100B00045N, Location: 0.5 MI N OF JCT KY-1575 (Lat: 37.110556, Lng: -84.621944), Route carried "on" structure: State highway 2227, Year Built: 1955, Status: Posted for load, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,384 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 3,147 (year 2038), Design Load: H 15, Features Intersected: CANEY FORK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00045N, Location: 0.5 MI N OF JCT KY-1575 (Lat: 37.110556, Lng: -84.621944), Route carried "on" structure: State highway 2227, Year Built: 1955, Status: Posted for load, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,384 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 3,147 (year 2038), Design Load: H 15, Features Intersected: CANEY FORK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 39.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00049N, Location: 2.9 MI N.E. OF JCT KY 192 (Lat: 37.117778, Lng: -84.526667), Route carried "on" structure: State highway 692, Year Built: 1949, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 342 (year 2018), Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: ROCKLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.163, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00049N, Location: 2.9 MI N.E. OF JCT KY 192 (Lat: 37.117778, Lng: -84.526667), Route carried "on" structure: State highway 692, Year Built: 1949, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 342 (year 2018), Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: ROCKLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.163, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00050N, Location: 2.2 MI N.E. OF JCT KY 192 (Lat: 37.110000, Lng: -84.538056), Route carried "on" structure: State highway 692, Year Built: 1949, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,402 (year 2020), Average Future Daily Traffic: 1,233 (year 2040), Design Load: H 15, Features Intersected: SOUL CHAPEL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00050N, Location: 2.2 MI N.E. OF JCT KY 192 (Lat: 37.110000, Lng: -84.538056), Route carried "on" structure: State highway 692, Year Built: 1949, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,402 (year 2020), Average Future Daily Traffic: 1,233 (year 2040), Design Load: H 15, Features Intersected: SOUL CHAPEL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00051N, Location: 2.5 MI N.E. OF JCT KY 192 (Lat: 37.113611, Lng: -84.531111), Route carried "on" structure: State highway 692, Year Built: 1949, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,402 (year 2020), Average Future Daily Traffic: 1,233 (year 2040), Design Load: H 15, Features Intersected: ROCK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00051N, Location: 2.5 MI N.E. OF JCT KY 192 (Lat: 37.113611, Lng: -84.531111), Route carried "on" structure: State highway 692, Year Built: 1949, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,402 (year 2020), Average Future Daily Traffic: 1,233 (year 2040), Design Load: H 15, Features Intersected: ROCK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00052N, Location: 3.2 MI N.E. OF JCT KY 192 (Lat: 37.121667, Lng: -84.525278), Route carried "on" structure: State highway 692, Year Built: 1950, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 342 (year 2018), Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: ROCK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00052N, Location: 3.2 MI N.E. OF JCT KY 192 (Lat: 37.121667, Lng: -84.525278), Route carried "on" structure: State highway 692, Year Built: 1950, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 342 (year 2018), Average Future Daily Traffic: 300 (year 2038), Design Load: H 15, Features Intersected: ROCK LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00056N, Location: 4.0 MI N.W. OF JCT US 27 (Lat: 37.133611, Lng: -84.672222), Route carried "on" structure: State highway 1674, Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,611 (year 2018), Average Future Daily Traffic: 1,417 (year 2038), Design Load: Greater than HL93, Features Intersected: BIG CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.928, Lanes on structure: 2, Owner: State 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: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.2 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: 64.8 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $215,000, Total Project Cost: $215,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00056N, Location: 4.0 MI N.W. OF JCT US 27 (Lat: 37.133611, Lng: -84.672222), Route carried "on" structure: State highway 1674, Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,611 (year 2018), Average Future Daily Traffic: 1,417 (year 2038), Design Load: Greater than HL93, Features Intersected: BIG CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.928, Lanes on structure: 2, Owner: State 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: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.2 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: 64.8 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $215,000, Total Project Cost: $215,000, 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: 100B00064N, Location: .10 MI EAST OF JCT US 27 (Lat: 37.096111, Lng: -84.618056), Route carried "on" structure: State highway 80, Year Built: 1971, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 14,988 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 14,088 (year 2040), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.529, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 94.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100B00064N, Location: .10 MI EAST OF JCT US 27 (Lat: 37.096111, Lng: -84.618056), Route carried "on" structure: State highway 80, Year Built: 1971, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 14,988 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 14,088 (year 2040), Design Load: HS 20, Features Intersected: NS (CNO&TP) SYSTEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.529, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 94.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00065N, Location: 2.5 MI NOR. OF JCT KY 80 (Lat: 37.135278, Lng: -84.588056), Route carried "on" structure: State highway 39, Year Built: 1973, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,337 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,033 (year 2038), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100B00065N, Location: 2.5 MI NOR. OF JCT KY 80 (Lat: 37.135278, Lng: -84.588056), Route carried "on" structure: State highway 39, Year Built: 1973, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,337 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,033 (year 2038), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00075N, Location: 0.2 Miles E of JCT 914 (Lat: 37.096389, Lng: -84.658889), Route carried "on" structure: State highway 80, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,984 (year 2018), Average Future Daily Traffic: 6,626 (year 2038), Design Load: HS 20+Mod, Features Intersected: KY 3261
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.704, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $382,000, Total Project Cost: $382,000
Structure Number: 100B00075N, Location: 0.2 Miles E of JCT 914 (Lat: 37.096389, Lng: -84.658889), Route carried "on" structure: State highway 80, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,984 (year 2018), Average Future Daily Traffic: 6,626 (year 2038), Design Load: HS 20+Mod, Features Intersected: KY 3261
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.704, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $382,000, Total Project Cost: $382,000
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Structure Number: 100B00082L, Location: WBL 1.4 MI NE-JCT KY 192 (Lat: 37.111667, Lng: -84.564444), Route carried "on" structure: State highway 80, Year Built: 1972, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,519 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,947 (year 2039), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.081, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100B00082L, Location: WBL 1.4 MI NE-JCT KY 192 (Lat: 37.111667, Lng: -84.564444), Route carried "on" structure: State highway 80, Year Built: 1972, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,519 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,947 (year 2039), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.081, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00082R, Location: EBL 1.4 MI NE-JCT KY 192 (Lat: 37.111389, Lng: -84.564444), Route carried "on" structure: State highway 80, Year Built: 1972, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,519 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,947 (year 2039), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100B00082R, Location: EBL 1.4 MI NE-JCT KY 192 (Lat: 37.111389, Lng: -84.564444), Route carried "on" structure: State highway 80, Year Built: 1972, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,519 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,947 (year 2039), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00089N, Location: .5 MI NOR -JCT KY 80 (Lat: 37.110556, Lng: -84.599722), Route carried "on" structure: State highway 39, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,937 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,381 (year 2038), Design Load: HS 20, Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100B00089N, Location: .5 MI NOR -JCT KY 80 (Lat: 37.110556, Lng: -84.599722), Route carried "on" structure: State highway 39, Year Built: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,937 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 7,381 (year 2038), Design Load: HS 20, Features Intersected: CANEY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100B00092N, Location: 0.75 MI EAST KY 80 BY-P (Lat: 37.111389, Lng: -84.588889), Route carried "on" structure: State highway 3260, Year Built: 1975, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,392 (year 2018), Average Future Daily Traffic: 1,308 (year 2038), Features Intersected: CANEY FK OF PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 64.8 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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00092N, Location: 0.75 MI EAST KY 80 BY-P (Lat: 37.111389, Lng: -84.588889), Route carried "on" structure: State highway 3260, Year Built: 1975, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,392 (year 2018), Average Future Daily Traffic: 1,308 (year 2038), Features Intersected: CANEY FK OF PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 64.8 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: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00093N, Location: 0.85 MI EAST KY 80 BY-P (Lat: 37.112778, Lng: -84.588056), Route carried "on" structure: State highway 3260, Year Built: 1973, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,392 (year 2018), Average Future Daily Traffic: 1,308 (year 2038), Features Intersected: PITTMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.373, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 18.6m (61.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $170,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100B00093N, Location: 0.85 MI EAST KY 80 BY-P (Lat: 37.112778, Lng: -84.588056), Route carried "on" structure: State highway 3260, Year Built: 1973, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,392 (year 2018), Average Future Daily Traffic: 1,308 (year 2038), Features Intersected: PITTMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.373, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 18.6m (61.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $170,000, Total Project Cost: $170,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100B00099N, Location: 1.0 MI N OF JCT KY 192 (Lat: 37.106111, Lng: -84.550278), Route carried "on" structure: State highway 692, Year Built: 1987, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,402 (year 2020), Average Future Daily Traffic: 1,233 (year 2040), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00099N, Location: 1.0 MI N OF JCT KY 192 (Lat: 37.106111, Lng: -84.550278), Route carried "on" structure: State highway 692, Year Built: 1987, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,402 (year 2020), Average Future Daily Traffic: 1,233 (year 2040), Design Load: HS 20, Features Intersected: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100B00101N, Location: 0.2 MI W OF JCT KY 2292 (Lat: 37.081111, Lng: -84.610278), Route carried "on" structure: State highway 2298, Year Built: 1989, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,911 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 4,616 (year 2039), Design Load: HS 20, Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00101N, Location: 0.2 MI W OF JCT KY 2292 (Lat: 37.081111, Lng: -84.610278), Route carried "on" structure: State highway 2298, Year Built: 1989, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,911 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 4,616 (year 2039), Design Load: HS 20, Features Intersected: ALLEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00103N, Location: 1.95 MI NE. JCT US 27 (Lat: 37.044444, Lng: -84.600000), Route carried "on" structure: State highway 914, Year Built: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,956 (year 2040), Design Load: HS 25 or greater, Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.084, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 100B00103N, Location: 1.95 MI NE. JCT US 27 (Lat: 37.044444, Lng: -84.600000), Route carried "on" structure: State highway 914, Year Built: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 7,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,956 (year 2040), Design Load: HS 25 or greater, Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.084, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 100B00111N, Location: .91 MI. N. OF JCT KY 2298 (Lat: 37.078889, Lng: -84.609444), Route carried "on" structure: State highway 2292, Year Built: 2007, Status: Open, Structure Length: 20.63m (67.68ft), Average Daily Traffic: 11,647 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,831 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK - SOUTHERN R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.631, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00111N, Location: .91 MI. N. OF JCT KY 2298 (Lat: 37.078889, Lng: -84.609444), Route carried "on" structure: State highway 2292, Year Built: 2007, Status: Open, Structure Length: 20.63m (67.68ft), Average Daily Traffic: 11,647 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,831 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK - SOUTHERN R.R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.631, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100B00120L, Location: @ US 27 N. JCT (Lat: 37.125833, Lng: -84.636944), Route carried "on" structure: State highway 9008, Year Built: 2008, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 2,159 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,029 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 27 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.010, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00120L, Location: @ US 27 N. JCT (Lat: 37.125833, Lng: -84.636944), Route carried "on" structure: State highway 9008, Year Built: 2008, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 2,159 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,029 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 27 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.010, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100B00120R, Location: @ US 27 N. JCT (Lat: 37.125278, Lng: -84.636944), Route carried "on" structure: State highway 9008, Year Built: 2008, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 2,159 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,029 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 27 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.010, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00120R, Location: @ US 27 N. JCT (Lat: 37.125278, Lng: -84.636944), Route carried "on" structure: State highway 9008, Year Built: 2008, Status: Open, Structure Length: 8.49m (27.85ft), Average Daily Traffic: 2,159 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,029 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 27 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.010, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "on" structure: State highway 3091, Year Built: 2008, Status: Open, Structure Length: 22.65m (74.31ft), Average Daily Traffic: 550 (year 2019), Average Future Daily Traffic: 511 (year 2039), Design Load: HS 25 or greater, Features Intersected: LN 9008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.918, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "on" structure: State highway 3091, Year Built: 2008, Status: Open, Structure Length: 22.65m (74.31ft), Average Daily Traffic: 550 (year 2019), Average Future Daily Traffic: 511 (year 2039), Design Load: HS 25 or greater, Features Intersected: LN 9008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.918, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: July 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: 100B00122N, Location: 0.258 MI. W. OF KY 3261 (Lat: 37.111389, Lng: -84.657222), Route carried "on" structure: State highway 3263, Year Built: 2008, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 661 (year 2018), Average Future Daily Traffic: 575 (year 2038), Design Load: HS 25 or greater, Features Intersected: LN9008/I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.519, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00122N, Location: 0.258 MI. W. OF KY 3261 (Lat: 37.111389, Lng: -84.657222), Route carried "on" structure: State highway 3263, Year Built: 2008, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 661 (year 2018), Average Future Daily Traffic: 575 (year 2038), Design Load: HS 25 or greater, Features Intersected: LN9008/I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.519, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100B00123L, Location: 0.565 MI. E. OF JCT KY 80 (Lat: 37.104722, Lng: -84.662500), Route carried "on" structure: State highway 914, Year Built: 2008, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 4,759 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,473 (year 2040), Design Load: HS 25 or greater, Features Intersected: LN9008 / I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00123L, Location: 0.565 MI. E. OF JCT KY 80 (Lat: 37.104722, Lng: -84.662500), Route carried "on" structure: State highway 914, Year Built: 2008, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 4,759 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,473 (year 2040), Design Load: HS 25 or greater, Features Intersected: LN9008 / I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100B00123R, Location: 0.565 MI. E. OF JCT KY 80 (Lat: 37.104722, Lng: -84.662778), Route carried "on" structure: State highway 914, Year Built: 2008, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 4,759 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,473 (year 2040), Design Load: HS 25 or greater, Features Intersected: LN 9008 / I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100B00123R, Location: 0.565 MI. E. OF JCT KY 80 (Lat: 37.104722, Lng: -84.662778), Route carried "on" structure: State highway 914, Year Built: 2008, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 4,759 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,473 (year 2040), Design Load: HS 25 or greater, Features Intersected: LN 9008 / I-66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 100C00017N, Location: 150 FT WEST OF CR-1251 (Lat: 37.082778, Lng: -84.609444), Route carried "on" structure: City street 1264, Year Built: 1973, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 288 (year 2019), Average Future Daily Traffic: 270 (year 2039), Design Load: H 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: BEECHER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.037, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable 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: August 2020, Bridge Improvement Cost: $79,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100C00017N, Location: 150 FT WEST OF CR-1251 (Lat: 37.082778, Lng: -84.609444), Route carried "on" structure: City street 1264, Year Built: 1973, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 288 (year 2019), Average Future Daily Traffic: 270 (year 2039), Design Load: H 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: BEECHER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.037, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable 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: August 2020, Bridge Improvement Cost: $79,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00039N, Location: 0.9 MI E OF KY 80 BY-PASS (Lat: 37.111944, Lng: -84.564722), Route carried "on" structure: County highway 1134, Year Built: 1953, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 506 (year 2019), Average Future Daily Traffic: 475 (year 2039), Design Load: H 20, Features Intersected: PITMAN CREEK, Facility Carried by Structure: GARNER SCHOOLHOUSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.521, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), 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: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100C00039N, Location: 0.9 MI E OF KY 80 BY-PASS (Lat: 37.111944, Lng: -84.564722), Route carried "on" structure: County highway 1134, Year Built: 1953, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 506 (year 2019), Average Future Daily Traffic: 475 (year 2039), Design Load: H 20, Features Intersected: PITMAN CREEK, Facility Carried by Structure: GARNER SCHOOLHOUSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.521, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), 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: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100C00049N, Location: 1.45 MI N KY 39 (Lat: 37.149444, Lng: -84.596667), Route carried "on" structure: County highway 1523, Year Built: 1950, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 329 (year 2019), Average Future Daily Traffic: 286 (year 2039), Features Intersected: SMITH BR OF PITMAN CR, Facility Carried by Structure: EAST FROG HOLLOW R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), 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: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 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: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100C00049N, Location: 1.45 MI N KY 39 (Lat: 37.149444, Lng: -84.596667), Route carried "on" structure: County highway 1523, Year Built: 1950, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 329 (year 2019), Average Future Daily Traffic: 286 (year 2039), Features Intersected: SMITH BR OF PITMAN CR, Facility Carried by Structure: EAST FROG HOLLOW R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), 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: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 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: Better than 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00053N, Location: 0.9 MI.EAST OF JCT.KY1247 (Lat: 37.045833, Lng: -84.576389), Route carried "on" structure: County highway 1293, Year Built: 1983, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 459 (year 2019), Average Future Daily Traffic: 399 (year 2039), Design Load: HS 20, Features Intersected: PITMAN CREEK, Facility Carried by Structure: ELIHU-CABIN HOLW R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100C00053N, Location: 0.9 MI.EAST OF JCT.KY1247 (Lat: 37.045833, Lng: -84.576389), Route carried "on" structure: County highway 1293, Year Built: 1983, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 459 (year 2019), Average Future Daily Traffic: 399 (year 2039), Design Load: HS 20, Features Intersected: PITMAN CREEK, Facility Carried by Structure: ELIHU-CABIN HOLW R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00054N, Location: 0.1 MI. WEST JCT KY 3057 (Lat: 37.060000, Lng: -84.605556), Route carried "on" structure: City street 1208, Year Built: 1984, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9 (year 2019), Average Future Daily Traffic: 8 (year 2039), Features Intersected: SINKING CREEK, Facility Carried by Structure: HYDEN LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $44,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100C00054N, Location: 0.1 MI. WEST JCT KY 3057 (Lat: 37.060000, Lng: -84.605556), Route carried "on" structure: City street 1208, Year Built: 1984, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9 (year 2019), Average Future Daily Traffic: 8 (year 2039), Features Intersected: SINKING CREEK, Facility Carried by Structure: HYDEN LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $44,000, Total Project Cost: $43,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00062N, Location: 300' W JCT KY 1247 (Lat: 37.051111, Lng: -84.603611), Route carried "on" structure: City street 1306, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,302 (year 2019), Average Future Daily Traffic: 1,223 (year 2039), Design Load: HS 25 or greater, Features Intersected: SINKING CREEK, Facility Carried by Structure: KIT COWAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.449, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, 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: August 2020
Structure Number: 100C00062N, Location: 300' W JCT KY 1247 (Lat: 37.051111, Lng: -84.603611), Route carried "on" structure: City street 1306, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,302 (year 2019), Average Future Daily Traffic: 1,223 (year 2039), Design Load: HS 25 or greater, Features Intersected: SINKING CREEK, Facility Carried by Structure: KIT COWAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.449, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, 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: August 2020
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Structure Number: 100C00065N, Location: .2 MI NW OLD KY 80 (Lat: 37.114167, Lng: -84.567222), Route carried "on" structure: County highway 1140, Year Built: 1990, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: GILLILAND LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.327, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100C00065N, Location: .2 MI NW OLD KY 80 (Lat: 37.114167, Lng: -84.567222), Route carried "on" structure: County highway 1140, Year Built: 1990, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: GILLILAND LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.327, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100C00078N, Location: 75' NORTH JCT KY 192 (Lat: 37.086111, Lng: -84.531389), Route carried "on" structure: County highway 1156, Year Built: 1999, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 231 (year 2019), Average Future Daily Traffic: 200 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: BLAZE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100C00078N, Location: 75' NORTH JCT KY 192 (Lat: 37.086111, Lng: -84.531389), Route carried "on" structure: County highway 1156, Year Built: 1999, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 231 (year 2019), Average Future Daily Traffic: 200 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: BLAZE VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100C00091N, Location: 0.5 MI. NE. OF JCT KY 192 (Lat: 37.097500, Lng: -84.540833), Route carried "on" structure: County highway 1154, Year Built: 2006, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100C00091N, Location: 0.5 MI. NE. OF JCT KY 192 (Lat: 37.097500, Lng: -84.540833), Route carried "on" structure: County highway 1154, Year Built: 2006, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: PITMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 91.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100C00092N, Location: 0.181MI. NE.JCT KY 39 (Lat: 37.117222, Lng: -84.592222), Route carried "on" structure: County highway 1519, Year Built: 2007, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: GOVER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100C00092N, Location: 0.181MI. NE.JCT KY 39 (Lat: 37.117222, Lng: -84.592222), Route carried "on" structure: County highway 1519, Year Built: 2007, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 28 (year 2019), Average Future Daily Traffic: 26 (year 2039), Design Load: HS 25 or greater, Features Intersected: PITMAN CREEK, Facility Carried by Structure: GOVER MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100C00101N, Location: 0.13 M E of JCT US 27 (Lat: 37.091111, Lng: -84.615556), Route carried "on" structure: City street 1082, Year Built: 1956, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 327 (year 2014), Average Future Daily Traffic: 327 (year 2034), Features Intersected: SINKING CREEK, Facility Carried by Structure: WEST COLUMBIA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 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 minimum 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100C00101N, Location: 0.13 M E of JCT US 27 (Lat: 37.091111, Lng: -84.615556), Route carried "on" structure: City street 1082, Year Built: 1956, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 327 (year 2014), Average Future Daily Traffic: 327 (year 2034), Features Intersected: SINKING CREEK, Facility Carried by Structure: WEST COLUMBIA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.4 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 minimum 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100B00063N, Location: .10 MI WEST OF JCT KY 39 (Lat: 37.102222, Lng: -84.605000), Route carried "under" structure: State highway 80, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 18,973 (year 2019), Features Intersected: KY-80, Facility Carried by Structure: Pedway
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 31.944, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 100B00063N, Location: .10 MI WEST OF JCT KY 39 (Lat: 37.102222, Lng: -84.605000), Route carried "under" structure: State highway 80, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 18,973 (year 2019), Features Intersected: KY-80, Facility Carried by Structure: Pedway
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 31.944, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 100B00075N, Location: 0.2 Miles E of JCT 914 (Lat: 37.096389, Lng: -84.658889), Route carried "under" structure: State highway 3261, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 318 (year 2020), Features Intersected: KY 3261, Facility Carried by Structure: KY 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.643, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.4m (24.3ft)
Structure Number: 100B00075N, Location: 0.2 Miles E of JCT 914 (Lat: 37.096389, Lng: -84.658889), Route carried "under" structure: State highway 3261, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 318 (year 2020), Features Intersected: KY 3261, Facility Carried by Structure: KY 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.643, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.4m (24.3ft)
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Structure Number: 100B00111N, Location: .91 MI. N. OF JCT KY 2298 (Lat: 37.078889, Lng: -84.609444), Route carried "under" structure: City street 1194, Year Built: 2007, Structure Length: 0. m, Features Intersected: NORFOLK - SOUTHERN R.R., Facility Carried by Structure: KY 2292
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.9m (226.0ft)
Structure Number: 100B00111N, Location: .91 MI. N. OF JCT KY 2298 (Lat: 37.078889, Lng: -84.609444), Route carried "under" structure: City street 1194, Year Built: 2007, Structure Length: 0. m, Features Intersected: NORFOLK - SOUTHERN R.R., Facility Carried by Structure: KY 2292
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.9m (226.0ft)
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Structure Number: 100B00120L, Location: @ US 27 N. JCT (Lat: 37.125833, Lng: -84.636944), Route carried "under" structure: US 27, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 11,146 (year 2020), Truck Traffic: 9%, Features Intersected: US 27 NORTH, Facility Carried by Structure: LN 9008
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 30.878, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 100B00120L, Location: @ US 27 N. JCT (Lat: 37.125833, Lng: -84.636944), Route carried "under" structure: US 27, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 11,146 (year 2020), Truck Traffic: 9%, Features Intersected: US 27 NORTH, Facility Carried by Structure: LN 9008
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 30.878, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
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Structure Number: 100B00120R, Location: @ US 27 N. JCT (Lat: 37.125278, Lng: -84.636944), Route carried "under" structure: US 27, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 10,975 (year 2020), Truck Traffic: 9%, Features Intersected: US 27 NORTH, Facility Carried by Structure: LN 9008
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 30.843, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 100B00120R, Location: @ US 27 N. JCT (Lat: 37.125278, Lng: -84.636944), Route carried "under" structure: US 27, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 10,975 (year 2020), Truck Traffic: 9%, Features Intersected: US 27 NORTH, Facility Carried by Structure: LN 9008
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 30.843, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
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Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "under" structure: State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN 9008, Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 141.693, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "under" structure: State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN 9008, Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 141.693, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "under" structure: Ramp State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN 9008, Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 141.693, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "under" structure: Ramp State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN 9008, Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 141.693, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "under" structure: Ramp State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN 9008, Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 141.693, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 100B00121N, Location: 661' SOU. OF JCT KY 1674 (Lat: 37.123889, Lng: -84.639722), Route carried "under" structure: Ramp State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN 9008, Facility Carried by Structure: KY 3091
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 141.693, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 100B00122N, Location: 0.258 MI. W. OF KY 3261 (Lat: 37.111389, Lng: -84.657222), Route carried "under" structure: State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN9008/I-66, Facility Carried by Structure: KY 3263
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 139.594, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 100B00122N, Location: 0.258 MI. W. OF KY 3261 (Lat: 37.111389, Lng: -84.657222), Route carried "under" structure: State highway 9008, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,318 (year 2020), Truck Traffic: 14%, Features Intersected: LN9008/I-66, Facility Carried by Structure: KY 3263
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 139.594, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)