Bridge Statistics for Union, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 49ft / 15.3mTotal length
- $82,000Total costs
- 17,817Total average daily traffic
- 1,163Total average daily truck traffic
- 20,993Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Union
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.1%Very good
- 77.8%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 66.7%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 22.2%Very good
- 44.4%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
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Structure Number: 8B00083N, Location: 1.7 MI.W. JCT US 62 (Lat: 38.885000, Lng: -84.729444), Route carried "on" structure: State highway 338, Year Built: 1996, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,635 (year 2020), Average Future Daily Traffic: 1,438 (year 2040), Design Load: HS 25 or greater, Features Intersected: BIG BONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 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: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8B00083N, Location: 1.7 MI.W. JCT US 62 (Lat: 38.885000, Lng: -84.729444), Route carried "on" structure: State highway 338, Year Built: 1996, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,635 (year 2020), Average Future Daily Traffic: 1,438 (year 2040), Design Load: HS 25 or greater, Features Intersected: BIG BONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 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: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 8B00088N, Location: 1.7 MI E OF US 42 & 127 (Lat: 38.952500, Lng: -84.650000), Route carried "on" structure: State highway 536, Year Built: 2003, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,181 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 5,748 (year 2037), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK GUNPOWDER CK, Facility Carried by Structure: MT. ZION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.089, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8B00088N, Location: 1.7 MI E OF US 42 & 127 (Lat: 38.952500, Lng: -84.650000), Route carried "on" structure: State highway 536, Year Built: 2003, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,181 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 5,748 (year 2037), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK GUNPOWDER CK, Facility Carried by Structure: MT. ZION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.089, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 8B00097N, Location: .25 MI W OF US-42 (Lat: 38.944722, Lng: -84.680833), Route carried "on" structure: State highway 536, Year Built: 2020, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 3,519 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,096 (year 2038), Design Load: Greater than HL93, Features Intersected: FOWLER'S FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: 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: June 2021
Structure Number: 8B00097N, Location: .25 MI W OF US-42 (Lat: 38.944722, Lng: -84.680833), Route carried "on" structure: State highway 536, Year Built: 2020, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 3,519 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,096 (year 2038), Design Load: Greater than HL93, Features Intersected: FOWLER'S FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.2 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: 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: June 2021
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Structure Number: 8C00023N, Location: 3.3 MI NW OF JCT KY 18 (Lat: 39.038611, Lng: -84.815000), Route carried "on" structure: County highway 1328, Year Built: 1970, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 422 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: ASHBYS FORK, Facility Carried by Structure: WOOLPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.040, 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: 8.8m (28.9ft), 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: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $82,000, Total Project Cost: $82,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8C00023N, Location: 3.3 MI NW OF JCT KY 18 (Lat: 39.038611, Lng: -84.815000), Route carried "on" structure: County highway 1328, Year Built: 1970, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 422 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: ASHBYS FORK, Facility Carried by Structure: WOOLPER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.040, 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: 8.8m (28.9ft), 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: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $82,000, Total Project Cost: $82,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8C00028N, Location: 50' W OF JCT CR 5101 (Lat: 38.953889, Lng: -84.651111), Route carried "on" structure: City street 2053, Year Built: 1978, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 68 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: SO.FK.GUNPOWDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8C00028N, Location: 50' W OF JCT CR 5101 (Lat: 38.953889, Lng: -84.651111), Route carried "on" structure: City street 2053, Year Built: 1978, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 68 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: SO.FK.GUNPOWDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8C00041N, Location: 1.1 MI.W. JCT KY 338 (Lat: 39.035556, Lng: -84.763611), Route carried "on" structure: County highway 1306, Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 98 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: ALLEN FORK, Facility Carried by Structure: EASTON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.773, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 19.2m (63.0ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8C00041N, Location: 1.1 MI.W. JCT KY 338 (Lat: 39.035556, Lng: -84.763611), Route carried "on" structure: County highway 1306, Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 98 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: ALLEN FORK, Facility Carried by Structure: EASTON LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.773, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 19.2m (63.0ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8C00045N, Location: 50 FT W- US 42 (Lat: 38.960000, Lng: -84.682500), Route carried "on" structure: City street 2054, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 43 (year 2026), Design Load: HS 20, Features Intersected: FOWLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: City or Municipal 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: 12.2m (40.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8C00045N, Location: 50 FT W- US 42 (Lat: 38.960000, Lng: -84.682500), Route carried "on" structure: City street 2054, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 43 (year 2026), Design Load: HS 20, Features Intersected: FOWLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: City or Municipal 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: 12.2m (40.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8C00053N, Location: 2.0 MI W JCT US 42/127 (Lat: 38.922778, Lng: -84.712778), Route carried "on" structure: County highway 1153, Year Built: 1993, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 460 (year 2009), Average Future Daily Traffic: 400 (year 2029), Design Load: HS 25 or greater, Features Intersected: TRIB-BIG BONE CREEK, Facility Carried by Structure: RICE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8C00053N, Location: 2.0 MI W JCT US 42/127 (Lat: 38.922778, Lng: -84.712778), Route carried "on" structure: County highway 1153, Year Built: 1993, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 460 (year 2009), Average Future Daily Traffic: 400 (year 2029), Design Load: HS 25 or greater, Features Intersected: TRIB-BIG BONE CREEK, Facility Carried by Structure: RICE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8C00076N, Location: 0.1MI NORTH OF JCT US-42 (Lat: 38.952778, Lng: -84.681389), Route carried "on" structure: City street 2095, Year Built: 2010, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 100 (year 2012), Average Future Daily Traffic: 110 (year 2032), Design Load: HS 25 or greater, Features Intersected: FOWLERS CREEK, Facility Carried by Structure: WESTBROOK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8C00076N, Location: 0.1MI NORTH OF JCT US-42 (Lat: 38.952778, Lng: -84.681389), Route carried "on" structure: City street 2095, Year Built: 2010, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 100 (year 2012), Average Future Daily Traffic: 110 (year 2032), Design Load: HS 25 or greater, Features Intersected: FOWLERS CREEK, Facility Carried by Structure: WESTBROOK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8C00080N, Location: 1.37 MI W OF KY-237 (Lat: 39.069167, Lng: -84.728056), Route carried "on" structure: County highway 1094, Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,039 (year 2019), Average Future Daily Traffic: 2,039 (year 2039), Design Load: Greater than HL93, Features Intersected: WOOLPER CREEK, Facility Carried by Structure: BENTGRASS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 77.1 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8C00080N, Location: 1.37 MI W OF KY-237 (Lat: 39.069167, Lng: -84.728056), Route carried "on" structure: County highway 1094, Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,039 (year 2019), Average Future Daily Traffic: 2,039 (year 2039), Design Load: Greater than HL93, Features Intersected: WOOLPER CREEK, Facility Carried by Structure: BENTGRASS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 77.1 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8C00082N, Location: .1 MI S OF KY-3060 (Lat: 38.935278, Lng: -84.673611), Route carried "on" structure: City street 2081, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 270 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.7m (8.9ft)
Condition: Channel: Good, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 8C00082N, Location: .1 MI S OF KY-3060 (Lat: 38.935278, Lng: -84.673611), Route carried "on" structure: City street 2081, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 270 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.7m (8.9ft)
Condition: Channel: Good, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021