Bridge Statistics for Prichard, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 121ft / 36.5mTotal length
- $635,000Total costs
- 14,874Total average daily traffic
- 1,969Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Prichard
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11970-1979
- 21980-1989
- 41990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 44.4%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 77.8%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 33.3%Fair
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Structure Number: 50A001, Location: 0.13 MI EAST OF CR 27 (Lat: 38.192089, Lng: -82.599969), Route carried "on" structure: US 5200, Year Built: 1979, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,255 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.231, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A001, Location: 0.13 MI EAST OF CR 27 (Lat: 38.192089, Lng: -82.599969), Route carried "on" structure: US 5200, Year Built: 1979, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 3,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,255 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.231, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $450,000 ( Estimate for 2017), 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: 50A03, Location: 0.63 MI NORTH OF CR 20 (Lat: 38.250800, Lng: -82.556000), Route carried "on" structure: County highway 1800, Year Built: 1940, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 462 (year 2038), Features Intersected: GRAGSTON CREEK, Facility Carried by Structure: CR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $30,000, Total Project Cost: $185,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50A03, Location: 0.63 MI NORTH OF CR 20 (Lat: 38.250800, Lng: -82.556000), Route carried "on" structure: County highway 1800, Year Built: 1940, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 462 (year 2038), Features Intersected: GRAGSTON CREEK, Facility Carried by Structure: CR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, 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: 4.8m (15.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $30,000, Total Project Cost: $185,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50A031, Location: 0.12 MI WEST OF CR 18 (Lat: 38.221139, Lng: -82.535631), Route carried "on" structure: County highway 1801, Year Built: 1988, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2038), Design Load: HS 25 or greater, Features Intersected: GRAGSTON CREEK, Facility Carried by Structure: CR 18/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A031, Location: 0.12 MI WEST OF CR 18 (Lat: 38.221139, Lng: -82.535631), Route carried "on" structure: County highway 1801, Year Built: 1988, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2038), Design Load: HS 25 or greater, Features Intersected: GRAGSTON CREEK, Facility Carried by Structure: CR 18/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A039, Location: 0.06 MI WEST OF CR 20/1 (Lat: 38.238361, Lng: -82.576789), Route carried "on" structure: County highway 2000, Year Built: 1989, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 934 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,438 (year 2039), Design Load: HS 20, Features Intersected: ELIJAH CREEK, Facility Carried by Structure: CR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A039, Location: 0.06 MI WEST OF CR 20/1 (Lat: 38.238361, Lng: -82.576789), Route carried "on" structure: County highway 2000, Year Built: 1989, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 934 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,438 (year 2039), Design Load: HS 20, Features Intersected: ELIJAH CREEK, Facility Carried by Structure: CR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A178, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232789, Lng: -82.598261), Route carried "on" structure: US 5200, Year Built: 1997, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,050 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,153 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 52, Facility Carried by Structure: US 52 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.637, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A178, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232789, Lng: -82.598261), Route carried "on" structure: US 5200, Year Built: 1997, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,050 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,153 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 52, Facility Carried by Structure: US 52 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.637, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50A179, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232850, Lng: -82.598489), Route carried "on" structure: US 5200, Year Built: 1997, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,050 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 52, Facility Carried by Structure: US 52 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.637, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A179, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232850, Lng: -82.598489), Route carried "on" structure: US 5200, Year Built: 1997, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,050 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,453 (year 2040), Design Load: HS 25 or greater, Features Intersected: US 52, Facility Carried by Structure: US 52 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.637, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50A213, Location: 0.03 MILES E OF CR 20/3 (Lat: 38.243050, Lng: -82.552381), Route carried "on" structure: County highway 2000, Year Built: 2008, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,001 (year 2036), Design Load: HS 20+Mod, Features Intersected: GRAGSTON CREEK, Facility Carried by Structure: COUNTY ROUTE 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A213, Location: 0.03 MILES E OF CR 20/3 (Lat: 38.243050, Lng: -82.552381), Route carried "on" structure: County highway 2000, Year Built: 2008, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 650 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,001 (year 2036), Design Load: HS 20+Mod, Features Intersected: GRAGSTON CREEK, Facility Carried by Structure: COUNTY ROUTE 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A23, Location: 0.18 mile East of CR 18 (Lat: 38.270300, Lng: -82.572400), Route carried "on" structure: US 5200, Year Built: 2012, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 9,516 (year 2038), Design Load: HL 93, Features Intersected: Gragston Creek, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 55.8m (183.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A23, Location: 0.18 mile East of CR 18 (Lat: 38.270300, Lng: -82.572400), Route carried "on" structure: US 5200, Year Built: 2012, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 9,516 (year 2038), Design Load: HL 93, Features Intersected: Gragston Creek, Facility Carried by Structure: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 55.8m (183.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50A237, Location: 1.4 MILE WEST OF US 52 (Lat: 38.225011, Lng: -82.605169), Route carried "on" structure: County highway 25214, Year Built: 2015, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11 (year 2039), Design Load: HL 93, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: CO 252/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 50A237, Location: 1.4 MILE WEST OF US 52 (Lat: 38.225011, Lng: -82.605169), Route carried "on" structure: County highway 25214, Year Built: 2015, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11 (year 2039), Design Load: HL 93, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: CO 252/14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50A178, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232789, Lng: -82.598261), Route carried "under" structure: County highway 25209, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 250 (year 0007), Truck Traffic: 11%, Features Intersected: US 52, Facility Carried by Structure: US 52 NB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 27.0m (88.6ft)
Structure Number: 50A178, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232789, Lng: -82.598261), Route carried "under" structure: County highway 25209, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 250 (year 0007), Truck Traffic: 11%, Features Intersected: US 52, Facility Carried by Structure: US 52 NB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 27.0m (88.6ft)
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Structure Number: 50A179, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232850, Lng: -82.598489), Route carried "under" structure: County highway 25209, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 250 (year 0007), Truck Traffic: 11%, Features Intersected: US 52, Facility Carried by Structure: US 52 SB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 27.0m (88.6ft)
Structure Number: 50A179, Location: 1.00 MILE SOUTH OF CR 20 (Lat: 38.232850, Lng: -82.598489), Route carried "under" structure: County highway 25209, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 250 (year 0007), Truck Traffic: 11%, Features Intersected: US 52, Facility Carried by Structure: US 52 SB
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 27.0m (88.6ft)