Bridge Statistics for Pratt, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 105ft / 31.9mTotal length
- $1,600,000Total costs
- 14,543Total average daily traffic
- 1,555Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pratt
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11970-1979
- 11990-1999
- 32000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 25.0%Very good
- 50.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 75.0%Good
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 37.5%Very good
- 37.5%Good
- 25.0%Satisfactory
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Structure Number: 20A185, Location: 0.36 MI N OF CR 61/8 (Lat: 38.208811, Lng: -81.391519), Route carried "on" structure: County highway 617, Year Built: 1994, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 305 (year 2038), Design Load: HS 25 or greater, Features Intersected: PAINT CREEK, Facility Carried by Structure: COUNTY ROAD 61/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $50,000, Total Project Cost: $600,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A185, Location: 0.36 MI N OF CR 61/8 (Lat: 38.208811, Lng: -81.391519), Route carried "on" structure: County highway 617, Year Built: 1994, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 305 (year 2038), Design Load: HS 25 or greater, Features Intersected: PAINT CREEK, Facility Carried by Structure: COUNTY ROAD 61/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $50,000, Total Project Cost: $600,000 ( Estimate for 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: 20A353, Location: 0.02 MI E OF CR 85 (Lat: 38.208600, Lng: -81.371889), Route carried "on" structure: US 60, Year Built: 1970, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 5,978 (year 2038), Design Load: HS 20, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.680, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.36m (11.02ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,000,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 20A353, Location: 0.02 MI E OF CR 85 (Lat: 38.208600, Lng: -81.371889), Route carried "on" structure: US 60, Year Built: 1970, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 5,978 (year 2038), Design Load: HS 20, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.680, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.36m (11.02ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $850,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,000,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 20A776, Location: 0.20 MI S OF CR 83 (Lat: 38.204769, Lng: -81.393069), Route carried "on" structure: State highway 6100, Year Built: 2000, Status: Open, Structure Length: 11.48m (37.66ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,782 (year 2038), Design Load: HS 25 or greater, Features Intersected: CR 61/7 & PAINT CREEK, Facility Carried by Structure: WV 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.451, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 35.5m (116.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A776, Location: 0.20 MI S OF CR 83 (Lat: 38.204769, Lng: -81.393069), Route carried "on" structure: State highway 6100, Year Built: 2000, Status: Open, Structure Length: 11.48m (37.66ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,782 (year 2038), Design Load: HS 25 or greater, Features Intersected: CR 61/7 & PAINT CREEK, Facility Carried by Structure: WV 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.451, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 35.5m (116.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: January 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: 20A829, Location: 0.76 MI E OF CR 818 SLS (Lat: 38.264639, Lng: -81.361069), Route carried "on" structure: County highway 81, Year Built: 2008, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,708 (year 2038), Design Load: HL 93, Features Intersected: KELLY CREEK BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 16.5m (54.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20A829, Location: 0.76 MI E OF CR 818 SLS (Lat: 38.264639, Lng: -81.361069), Route carried "on" structure: County highway 81, Year Built: 2008, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,708 (year 2038), Design Load: HL 93, Features Intersected: KELLY CREEK BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 16.5m (54.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20A841, Location: 3.04 MILE E OF 81/1 (Lat: 38.247989, Lng: -81.386600), Route carried "on" structure: County highway 81, Year Built: 2010, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,074 (year 2038), Design Load: HL 93, Features Intersected: KELLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A841, Location: 3.04 MILE E OF 81/1 (Lat: 38.247989, Lng: -81.386600), Route carried "on" structure: County highway 81, Year Built: 2010, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,074 (year 2038), Design Load: HL 93, Features Intersected: KELLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 20A844, Location: 0.01 miles East of CR 83 (Lat: 38.190369, Lng: -81.395300), Route carried "on" structure: County highway 832, Year Built: 2011, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 118 (year 2040), Design Load: HL 93, Features Intersected: OVER PAINT CREEK, Facility Carried by Structure: CR 83/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A844, Location: 0.01 miles East of CR 83 (Lat: 38.190369, Lng: -81.395300), Route carried "on" structure: County highway 832, Year Built: 2011, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 118 (year 2040), Design Load: HL 93, Features Intersected: OVER PAINT CREEK, Facility Carried by Structure: CR 83/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 20A85, Location: 0.04 MILE WEST OF CR 81/8 (Lat: 38.262461, Lng: -81.374550), Route carried "on" structure: County highway 81, Year Built: 2011, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,708 (year 2038), Design Load: HL 93, Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A85, Location: 0.04 MILE WEST OF CR 81/8 (Lat: 38.262461, Lng: -81.374550), Route carried "on" structure: County highway 81, Year Built: 2011, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,708 (year 2038), Design Load: HL 93, Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A885, Location: 0.86 MI E OF CR 81/8 (Lat: 38.264250, Lng: -81.359019), Route carried "on" structure: County highway 81, Year Built: 2020, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,572 (year 2040), Design Load: HL 93, Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A885, Location: 0.86 MI E OF CR 81/8 (Lat: 38.264250, Lng: -81.359019), Route carried "on" structure: County highway 81, Year Built: 2020, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,572 (year 2040), Design Load: HL 93, Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A372, Location: 0.19 MI N OF CR 83 (Lat: 38.205389, Lng: -81.393300), Route carried "under" structure: County highway 617, Year Built: 1903, Structure Length: 0. m, Average Daily Traffic: 250 (year 2018), Truck Traffic: 5%, Features Intersected: COUNTY ROUTE 61/7, Facility Carried by Structure: CSX RR OWNER #4323
Minimum Vertical Clearance: 4.04m (13.25ft), Kilometerpoint: 0.306, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.5m (47.6ft)
Structure Number: 20A372, Location: 0.19 MI N OF CR 83 (Lat: 38.205389, Lng: -81.393300), Route carried "under" structure: County highway 617, Year Built: 1903, Structure Length: 0. m, Average Daily Traffic: 250 (year 2018), Truck Traffic: 5%, Features Intersected: COUNTY ROUTE 61/7, Facility Carried by Structure: CSX RR OWNER #4323
Minimum Vertical Clearance: 4.04m (13.25ft), Kilometerpoint: 0.306, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.5m (47.6ft)
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Structure Number: 20A776, Location: 0.20 MI S OF CR 83 (Lat: 38.121000, Lng: -81.233000), Route carried "under" structure: County highway 6107, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 253 (year 0017), Truck Traffic: 8%, Features Intersected: CR 61/7 & PAINT CREEK, Facility Carried by Structure: WV 61
Minimum Vertical Clearance: 9.45m (31.00ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 35.5m (116.5ft)
Structure Number: 20A776, Location: 0.20 MI S OF CR 83 (Lat: 38.121000, Lng: -81.233000), Route carried "under" structure: County highway 6107, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 253 (year 0017), Truck Traffic: 8%, Features Intersected: CR 61/7 & PAINT CREEK, Facility Carried by Structure: WV 61
Minimum Vertical Clearance: 9.45m (31.00ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 35.5m (116.5ft)