Bridge Statistics for Alexandria, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 220ft / 66.6mTotal length
- $728,000Total costs
- 75,166Total average daily traffic
- 6,912Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alexandria
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 11960-1969
- 71970-1979
- 11980-1989
- 81990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 13.6%Very good
- 45.5%Good
- 36.4%Satisfactory
- 4.5%Fair
- Bridge Condition - Superstructure
- 13.6%Very good
- 40.9%Good
- 13.6%Satisfactory
- 22.7%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 13.6%Very good
- 31.8%Good
- 9.1%Satisfactory
- 31.8%Fair
- 13.6%Poor
- Bridge Condition - Channel
- 16.7%Very good
- 33.3%Good
- 29.2%Satisfactory
- 20.8%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 19B00016N, Location: .6 MI N OF JCT KY 1566 (Lat: 38.968889, Lng: -84.335000), Route carried "on" structure: State highway 1997, Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 259 (year 2020), Average Future Daily Traffic: 227 (year 2040), Design Load: H 20, Features Intersected: WILLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $74,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00016N, Location: .6 MI N OF JCT KY 1566 (Lat: 38.968889, Lng: -84.335000), Route carried "on" structure: State highway 1997, Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 259 (year 2020), Average Future Daily Traffic: 227 (year 2040), Design Load: H 20, Features Intersected: WILLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $74,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00017N, Location: .03 MI NOR. OF JCT KY 10 (Lat: 38.946389, Lng: -84.348611), Route carried "on" structure: State highway 1997, Year Built: 1974, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 989 (year 2018), Average Future Daily Traffic: 870 (year 2038), Design Load: H 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.085, 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: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $105,000, Total Project Cost: $105,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00017N, Location: .03 MI NOR. OF JCT KY 10 (Lat: 38.946389, Lng: -84.348611), Route carried "on" structure: State highway 1997, Year Built: 1974, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 989 (year 2018), Average Future Daily Traffic: 870 (year 2038), Design Load: H 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.085, 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: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $105,000, Total Project Cost: $105,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00022N, Location: .1 MI E OF JCT KY 1997 (Lat: 38.959722, Lng: -84.327500), Route carried "on" structure: State highway 1566, Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 132 (year 2020), Average Future Daily Traffic: 116 (year 2040), Design Load: H 20, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $74,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00022N, Location: .1 MI E OF JCT KY 1997 (Lat: 38.959722, Lng: -84.327500), Route carried "on" structure: State highway 1566, Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 132 (year 2020), Average Future Daily Traffic: 116 (year 2040), Design Load: H 20, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.212, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $74,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00023N, Location: .03 MI SW OF JCT KY 547 (Lat: 38.975556, Lng: -84.365278), Route carried "on" structure: City street 8088, Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,871 (year 2006), Average Future Daily Traffic: 15,727 (year 2026), Design Load: H 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 19B00023N, Location: .03 MI SW OF JCT KY 547 (Lat: 38.975556, Lng: -84.365278), Route carried "on" structure: City street 8088, Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,871 (year 2006), Average Future Daily Traffic: 15,727 (year 2026), Design Load: H 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 19B00026N, Location: .4 MI SW OF JCT KY 547 (Lat: 38.970833, Lng: -84.369167), Route carried "on" structure: City street 8088, Year Built: 1947, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,871 (year 2006), Average Future Daily Traffic: 15,727 (year 2026), Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00026N, Location: .4 MI SW OF JCT KY 547 (Lat: 38.970833, Lng: -84.369167), Route carried "on" structure: City street 8088, Year Built: 1947, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 7,871 (year 2006), Average Future Daily Traffic: 15,727 (year 2026), Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00029N, Location: 1.2 MI S OF N-JCT KY 10 (Lat: 38.941667, Lng: -84.376389), Route carried "on" structure: State highway 1121, Year Built: 1930, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 797 (year 2019), Average Future Daily Traffic: 741 (year 2039), Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.244, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00029N, Location: 1.2 MI S OF N-JCT KY 10 (Lat: 38.941667, Lng: -84.376389), Route carried "on" structure: State highway 1121, Year Built: 1930, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 797 (year 2019), Average Future Daily Traffic: 741 (year 2039), Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.244, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00062N, Location: 100' SE OF JCT KY 1566 (Lat: 38.960556, Lng: -84.323889), Route carried "on" structure: State highway 2921, Year Built: 1970, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 256 (year 2015), Average Future Daily Traffic: 222 (year 2035), Design Load: HS 20, Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, 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: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $249,000, Total Project Cost: $249,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00062N, Location: 100' SE OF JCT KY 1566 (Lat: 38.960556, Lng: -84.323889), Route carried "on" structure: State highway 2921, Year Built: 1970, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 256 (year 2015), Average Future Daily Traffic: 222 (year 2035), Design Load: HS 20, Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, 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: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.33m (1.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $249,000, Total Project Cost: $249,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00068N, Location: 400' SE KY 1997 (Lat: 38.951944, Lng: -84.336667), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 11,367 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 10,684 (year 2038), Design Load: HS 25 or greater, Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00068N, Location: 400' SE KY 1997 (Lat: 38.951944, Lng: -84.336667), Route carried "on" structure: State highway 9, Year Built: 1989, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 11,367 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 10,684 (year 2038), Design Load: HS 25 or greater, Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00069N, Location: 2.1 MI N JCT KY 1997 (Lat: 38.976389, Lng: -84.363889), Route carried "on" structure: State highway 9, Year Built: 1990, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 13,840 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 13,009 (year 2040), Design Load: HS 25 or greater, Features Intersected: KY 547 & 4 MI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.417, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00069N, Location: 2.1 MI N JCT KY 1997 (Lat: 38.976389, Lng: -84.363889), Route carried "on" structure: State highway 9, Year Built: 1990, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 13,840 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 13,009 (year 2040), Design Load: HS 25 or greater, Features Intersected: KY 547 & 4 MI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.417, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.0m (85.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00070N, Location: @ JCT KY 2925 (Lat: 38.991111, Lng: -84.398889), Route carried "on" structure: State highway 9, Year Built: 1990, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 20,592 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 19,356 (year 2039), Design Load: HS 25 or greater, Features Intersected: KY 2925
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.949, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 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: 25.0m (82.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00070N, Location: @ JCT KY 2925 (Lat: 38.991111, Lng: -84.398889), Route carried "on" structure: State highway 9, Year Built: 1990, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 20,592 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 19,356 (year 2039), Design Load: HS 25 or greater, Features Intersected: KY 2925
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.949, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 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: 25.0m (82.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00073N, Location: 1.4 MI SE -SECL -AXEXNDRA (Lat: 38.944722, Lng: -84.351389), Route carried "on" structure: State highway 10, Year Built: 1992, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,861 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00073N, Location: 1.4 MI SE -SECL -AXEXNDRA (Lat: 38.944722, Lng: -84.351389), Route carried "on" structure: State highway 10, Year Built: 1992, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 2,115 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,861 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00075N, Location: .05 MI W. JCT KY 10 (Lat: 38.923333, Lng: -84.340833), Route carried "on" structure: State highway 1996, Year Built: 1995, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 175 (year 2018), Average Future Daily Traffic: 152 (year 2038), Design Load: HS 25 or greater, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.548, 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: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00075N, Location: .05 MI W. JCT KY 10 (Lat: 38.923333, Lng: -84.340833), Route carried "on" structure: State highway 1996, Year Built: 1995, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 175 (year 2018), Average Future Daily Traffic: 152 (year 2038), Design Load: HS 25 or greater, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.548, 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: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 19B00080N, Location: 2.3 MILES W JCT US 27 (Lat: 38.979722, Lng: -84.413611), Route carried "on" structure: State highway 2924, Year Built: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 288 (year 2018), Average Future Daily Traffic: 253 (year 2038), Features Intersected: TRIB. TO RIFFLE CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 19B00080N, Location: 2.3 MILES W JCT US 27 (Lat: 38.979722, Lng: -84.413611), Route carried "on" structure: State highway 2924, Year Built: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 288 (year 2018), Average Future Daily Traffic: 253 (year 2038), Features Intersected: TRIB. TO RIFFLE CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 19B00081N, Location: 0.40 MI WEST OF JCT KY 10 (Lat: 38.918611, Lng: -84.348611), Route carried "on" structure: State highway 1996, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 175 (year 2018), Average Future Daily Traffic: 152 (year 2038), Design Load: HS 25 or greater, Features Intersected: STEVENS BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00081N, Location: 0.40 MI WEST OF JCT KY 10 (Lat: 38.918611, Lng: -84.348611), Route carried "on" structure: State highway 1996, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 175 (year 2018), Average Future Daily Traffic: 152 (year 2038), Design Load: HS 25 or greater, Features Intersected: STEVENS BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00088N, Location: .3 MI N OF JCT KY-10 (Lat: 38.948889, Lng: -84.410833), Route carried "on" structure: State highway 915, Year Built: 1924, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 929 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 817 (year 2038), Features Intersected: SCAFFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19B00088N, Location: .3 MI N OF JCT KY-10 (Lat: 38.948889, Lng: -84.410833), Route carried "on" structure: State highway 915, Year Built: 1924, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 929 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 817 (year 2038), Features Intersected: SCAFFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19B00089N, Location: .2 miles N of Jct CR 5007 (Lat: 38.956667, Lng: -84.318333), Route carried "on" structure: State highway 2921, Year Built: 2016, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 256 (year 2015), Average Future Daily Traffic: 222 (year 2035), Design Load: Greater than HL93, Features Intersected: Humphreys Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 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: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00089N, Location: .2 miles N of Jct CR 5007 (Lat: 38.956667, Lng: -84.318333), Route carried "on" structure: State highway 2921, Year Built: 2016, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 256 (year 2015), Average Future Daily Traffic: 222 (year 2035), Design Load: Greater than HL93, Features Intersected: Humphreys Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.755, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 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: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00090N, Location: 0.75MI WEST OF JCT KY 10 (Lat: 38.917778, Lng: -84.349444), Route carried "on" structure: State highway 1996, Year Built: 2016, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 175 (year 2018), Average Future Daily Traffic: 152 (year 2038), Design Load: Greater than HL93, Features Intersected: STEVENS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.8 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: 58.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19B00090N, Location: 0.75MI WEST OF JCT KY 10 (Lat: 38.917778, Lng: -84.349444), Route carried "on" structure: State highway 1996, Year Built: 2016, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 175 (year 2018), Average Future Daily Traffic: 152 (year 2038), Design Load: Greater than HL93, Features Intersected: STEVENS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.8 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: 58.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19B00091N, Location: .10 MI E. OF JCT KY 199 (Lat: 38.944167, Lng: -84.346667), Route carried "on" structure: State highway 10, Year Built: 2018, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 579 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 509 (year 2038), Design Load: Greater than HL93, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.382, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19B00091N, Location: .10 MI E. OF JCT KY 199 (Lat: 38.944167, Lng: -84.346667), Route carried "on" structure: State highway 10, Year Built: 2018, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 579 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 509 (year 2038), Design Load: Greater than HL93, Features Intersected: TWELVE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.382, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19C00005N, Location: 1.5 MI SW OF JCT KY 547 (Lat: 39.003056, Lng: -84.379722), Route carried "on" structure: County highway 1022, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 513 (year 2006), Average Future Daily Traffic: 1,025 (year 2026), Design Load: H 20, Features Intersected: TUG CREEK, Facility Carried by Structure: LOWER TUG FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $85,000, Total Project Cost: $84,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19C00005N, Location: 1.5 MI SW OF JCT KY 547 (Lat: 39.003056, Lng: -84.379722), Route carried "on" structure: County highway 1022, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 513 (year 2006), Average Future Daily Traffic: 1,025 (year 2026), Design Load: H 20, Features Intersected: TUG CREEK, Facility Carried by Structure: LOWER TUG FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $85,000, Total Project Cost: $84,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19C00008N, Location: .1 MI S OF JCT KY 10 (Lat: 38.941111, Lng: -84.359167), Route carried "on" structure: County highway 1100, Year Built: 1973, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 372 (year 2018), Average Future Daily Traffic: 327 (year 2038), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: BARRS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19C00008N, Location: .1 MI S OF JCT KY 10 (Lat: 38.941111, Lng: -84.359167), Route carried "on" structure: County highway 1100, Year Built: 1973, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 372 (year 2018), Average Future Daily Traffic: 327 (year 2038), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: BARRS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19C00017N, Location: .5 MI SW OF JCT KY 1121 (Lat: 38.938889, Lng: -84.383333), Route carried "on" structure: County highway 1200, Year Built: 1965, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 440 (year 2006), Average Future Daily Traffic: 879 (year 2026), Design Load: H 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: JERRY WRIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $75,000, Total Project Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19C00017N, Location: .5 MI SW OF JCT KY 1121 (Lat: 38.938889, Lng: -84.383333), Route carried "on" structure: County highway 1200, Year Built: 1965, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 440 (year 2006), Average Future Daily Traffic: 879 (year 2026), Design Load: H 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: JERRY WRIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $75,000, Total Project Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19C00035N, Location: 150' S OF JCT KY 9 (Lat: 38.958056, Lng: -84.421667), Route carried "on" structure: County highway 1356, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 293 (year 2006), Average Future Daily Traffic: 585 (year 2026), Design Load: HS 20, Features Intersected: SCAFFORD CREEK, Facility Carried by Structure: POPLAR THICKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19C00035N, Location: 150' S OF JCT KY 9 (Lat: 38.958056, Lng: -84.421667), Route carried "on" structure: County highway 1356, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 293 (year 2006), Average Future Daily Traffic: 585 (year 2026), Design Load: HS 20, Features Intersected: SCAFFORD CREEK, Facility Carried by Structure: POPLAR THICKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19C00054N, Location: 100'W JCT KY 10 (Lat: 38.940000, Lng: -84.344167), Route carried "on" structure: County highway 1135, Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 23 (year 2006), Average Future Daily Traffic: 46 (year 2026), Design Load: HS 25 or greater, Features Intersected: 12 MILE CREEK, Facility Carried by Structure: CR-1129 Cryer Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19C00054N, Location: 100'W JCT KY 10 (Lat: 38.940000, Lng: -84.344167), Route carried "on" structure: County highway 1135, Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 23 (year 2006), Average Future Daily Traffic: 46 (year 2026), Design Load: HS 25 or greater, Features Intersected: 12 MILE CREEK, Facility Carried by Structure: CR-1129 Cryer Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 19C00065N, Location: .6 MI W. JCT KY 1121 (Lat: 38.927500, Lng: -84.373611), Route carried "on" structure: County highway 1202, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 615 (year 2019), Average Future Daily Traffic: 571 (year 2039), Design Load: HS 25 or greater, Features Intersected: TRIB- BRUSH CREEK, Facility Carried by Structure: LICKERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19C00065N, Location: .6 MI W. JCT KY 1121 (Lat: 38.927500, Lng: -84.373611), Route carried "on" structure: County highway 1202, Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 615 (year 2019), Average Future Daily Traffic: 571 (year 2039), Design Load: HS 25 or greater, Features Intersected: TRIB- BRUSH CREEK, Facility Carried by Structure: LICKERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 19C00077N, Location: .2 Miles West of KY 1120 (Lat: 38.941111, Lng: -84.379167), Route carried "on" structure: County highway 1200, Year Built: 2006, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 440 (year 2015), Average Future Daily Traffic: 879 (year 2035), Design Load: HS 25 or greater, Features Intersected: Brush Creek, Facility Carried by Structure: Jerry Wright Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 19C00077N, Location: .2 Miles West of KY 1120 (Lat: 38.941111, Lng: -84.379167), Route carried "on" structure: County highway 1200, Year Built: 2006, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 440 (year 2015), Average Future Daily Traffic: 879 (year 2035), Design Load: HS 25 or greater, Features Intersected: Brush Creek, Facility Carried by Structure: Jerry Wright Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 19B00069N, Location: 2.1 MI N JCT KY 1997 (Lat: 38.976389, Lng: -84.363889), Route carried "under" structure: State highway 547, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,139 (year 2019), Truck Traffic: 14%, Features Intersected: KY 547 & 4 MI CREEK, Facility Carried by Structure: KY-9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.828, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 19B00069N, Location: 2.1 MI N JCT KY 1997 (Lat: 38.976389, Lng: -84.363889), Route carried "under" structure: State highway 547, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 2,139 (year 2019), Truck Traffic: 14%, Features Intersected: KY 547 & 4 MI CREEK, Facility Carried by Structure: KY-9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.828, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 19B00070N, Location: @ JCT KY 2925 (Lat: 38.991111, Lng: -84.398889), Route carried "under" structure: Alternate County highway 1304, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 1,665 (year 2006), Features Intersected: KY 2925, Facility Carried by Structure: KY-9 (AA)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 19B00070N, Location: @ JCT KY 2925 (Lat: 38.991111, Lng: -84.398889), Route carried "under" structure: Alternate County highway 1304, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 1,665 (year 2006), Features Intersected: KY 2925, Facility Carried by Structure: KY-9 (AA)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.581, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)