Bridge Statistics for Westwood, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 66ft / 19.6mTotal length
- $326,000Total costs
- 35,697Total average daily traffic
- 1,612Total average daily truck traffic
- 33,488Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Westwood
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 42000-2009
- Bridge Condition - Deck
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 44.4%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 10B00001L, Location: SBL .10 MI SE OF JCT KY 5 (Lat: 38.495278, Lng: -82.670833), Route carried "on" structure: US 23, Year Built: 1965, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,913 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,198 (year 2040), Design Load: H 20, Features Intersected: HOODS CREEK, Facility Carried by Structure: WALNUT ST / WINCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10B00001L, Location: SBL .10 MI SE OF JCT KY 5 (Lat: 38.495278, Lng: -82.670833), Route carried "on" structure: US 23, Year Built: 1965, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,913 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,198 (year 2040), Design Load: H 20, Features Intersected: HOODS CREEK, Facility Carried by Structure: WALNUT ST / WINCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10B00001R, Location: NBL .10 MI SE OF JCT KY 5 (Lat: 38.495556, Lng: -82.670833), Route carried "on" structure: US 23, Year Built: 1965, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,913 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,198 (year 2040), Design Load: H 20, Features Intersected: HOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10B00001R, Location: NBL .10 MI SE OF JCT KY 5 (Lat: 38.495556, Lng: -82.670833), Route carried "on" structure: US 23, Year Built: 1965, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,913 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,198 (year 2040), Design Load: H 20, Features Intersected: HOODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10B00055N, Location: AT.N.W. CL OF ASHLAND (Lat: 38.478056, Lng: -82.667500), Route carried "on" structure: State highway 168, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,623 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 4,299 (year 2037), Design Load: HS 20, Features Intersected: LITTLE HOODS CREEK, Facility Carried by Structure: PAUL F PURVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.990, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10B00055N, Location: AT.N.W. CL OF ASHLAND (Lat: 38.478056, Lng: -82.667500), Route carried "on" structure: State highway 168, Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,623 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 4,299 (year 2037), Design Load: HS 20, Features Intersected: LITTLE HOODS CREEK, Facility Carried by Structure: PAUL F PURVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.990, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10C00006N, Location: .05 MI SW OF JCT US 23 (Lat: 38.495000, Lng: -82.670556), Route carried "on" structure: Alternate County highway 1048, Year Built: 1930, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 305 (year 2009), Average Future Daily Traffic: 286 (year 2029), Design Load: H 15, Features Intersected: LITTLE HOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $326,000, Total Project Cost: $326,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10C00006N, Location: .05 MI SW OF JCT US 23 (Lat: 38.495000, Lng: -82.670556), Route carried "on" structure: Alternate County highway 1048, Year Built: 1930, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 305 (year 2009), Average Future Daily Traffic: 286 (year 2029), Design Load: H 15, Features Intersected: LITTLE HOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $326,000, Total Project Cost: $326,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10C00030N, Location: 1 MI SE KY 168 (Lat: 38.484167, Lng: -82.663333), Route carried "on" structure: County highway 1047, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,064 (year 2019), Average Future Daily Traffic: 1,919 (year 2039), Design Load: HS 25 or greater, Features Intersected: HOOD CREEK, Facility Carried by Structure: W CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.822, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10C00030N, Location: 1 MI SE KY 168 (Lat: 38.484167, Lng: -82.663333), Route carried "on" structure: County highway 1047, Year Built: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,064 (year 2019), Average Future Daily Traffic: 1,919 (year 2039), Design Load: HS 25 or greater, Features Intersected: HOOD CREEK, Facility Carried by Structure: W CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.822, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10C00042N, Location: .01 MI E JCT KY 5 (Lat: 38.476389, Lng: -82.701944), Route carried "on" structure: County highway 1045, Year Built: 2004, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 379 (year 2020), Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: HOOD CREEK, Facility Carried by Structure: NEW BUCKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10C00042N, Location: .01 MI E JCT KY 5 (Lat: 38.476389, Lng: -82.701944), Route carried "on" structure: County highway 1045, Year Built: 2004, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 379 (year 2020), Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: HOOD CREEK, Facility Carried by Structure: NEW BUCKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10C00047N, Location: .320 MI JCT OF KY 168 (Lat: 38.486944, Lng: -82.664444), Route carried "on" structure: County highway 1047, Year Built: 2005, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 930 (year 2009), Average Future Daily Traffic: 874 (year 2029), Features Intersected: OVER LITTLE HOOD CREEK, Facility Carried by Structure: ARMCO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10C00047N, Location: .320 MI JCT OF KY 168 (Lat: 38.486944, Lng: -82.664444), Route carried "on" structure: County highway 1047, Year Built: 2005, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 930 (year 2009), Average Future Daily Traffic: 874 (year 2029), Features Intersected: OVER LITTLE HOOD CREEK, Facility Carried by Structure: ARMCO BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10C00048N, Location: 500 FT S. OF HOODS CK. PK (Lat: 38.479722, Lng: -82.688611), Route carried "on" structure: County highway 1044, Year Built: 1970, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,112 (year 2009), Average Future Daily Traffic: 1,045 (year 2029), Features Intersected: OVER LITTLE HOODS CREEK, Facility Carried by Structure: MIDDLETOWN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: January 2021
Structure Number: 10C00048N, Location: 500 FT S. OF HOODS CK. PK (Lat: 38.479722, Lng: -82.688611), Route carried "on" structure: County highway 1044, Year Built: 1970, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,112 (year 2009), Average Future Daily Traffic: 1,045 (year 2029), Features Intersected: OVER LITTLE HOODS CREEK, Facility Carried by Structure: MIDDLETOWN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: January 2021
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Structure Number: 10C00050N, Location: .203 MI S.JCT.KY 168 (Lat: 38.475833, Lng: -82.669722), Route carried "on" structure: County highway 1044, Year Built: 2008, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,428 (year 2009), Average Future Daily Traffic: 2,282 (year 2029), Features Intersected: LITTLE HOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10C00050N, Location: .203 MI S.JCT.KY 168 (Lat: 38.475833, Lng: -82.669722), Route carried "on" structure: County highway 1044, Year Built: 2008, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,428 (year 2009), Average Future Daily Traffic: 2,282 (year 2029), Features Intersected: LITTLE HOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.346, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10C00054N, Location: 461-ft East of JCT KY 5 (Lat: 38.480000, Lng: -82.696389), Route carried "on" structure: Alternate County highway 1044, Year Built: 2005, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2012), Average Future Daily Traffic: 35 (year 2032), Design Load: HS 20, Features Intersected: Hood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10C00054N, Location: 461-ft East of JCT KY 5 (Lat: 38.480000, Lng: -82.696389), Route carried "on" structure: Alternate County highway 1044, Year Built: 2005, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2012), Average Future Daily Traffic: 35 (year 2032), Design Load: HS 20, Features Intersected: Hood Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous