Bridge Statistics for Beverly, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 66ft / 20.4mTotal length
- $8,270,000Total costs
- 10,650Total average daily traffic
- 1,019Total average daily truck traffic
- 13,615Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Beverly
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11970-1979
- 31980-1989
- 41990-1999
- 12010-2019
- Bridge Condition - Deck
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 40.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 30.0%Poor
- Bridge Condition - Substructure
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 60.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 42A036, Location: 0.17 MI N JCT CR 37/8 (Lat: 38.858689, Lng: -79.888469), Route carried "on" structure: County highway 2100, Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 703 (year 2039), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: C.R. 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, 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: 18.9m (62.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $400,000, Total Project Cost: $1,250,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42A036, Location: 0.17 MI N JCT CR 37/8 (Lat: 38.858689, Lng: -79.888469), Route carried "on" structure: County highway 2100, Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 703 (year 2039), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: C.R. 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, 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: 18.9m (62.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $400,000, Total Project Cost: $1,250,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42A046, Location: 0.21 MI. S. JCT. CR 37/8 (Lat: 38.824400, Lng: -79.845281), Route carried "on" structure: County highway 2400, Year Built: 1995, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 511 (year 2038), Design Load: HS 25 or greater, Features Intersected: FILES CREEK, Facility Carried by Structure: RAND. C.R. 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $850,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42A046, Location: 0.21 MI. S. JCT. CR 37/8 (Lat: 38.824400, Lng: -79.845281), Route carried "on" structure: County highway 2400, Year Built: 1995, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 511 (year 2038), Design Load: HS 25 or greater, Features Intersected: FILES CREEK, Facility Carried by Structure: RAND. C.R. 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 24.4m (80.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.58m (8.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $850,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42A087, Location: 0.05 MI S CR 30 (Lat: 38.821289, Lng: -79.837350), Route carried "on" structure: County highway 3708, Year Built: 1988, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 25 or greater, Features Intersected: LEFT FORK FILES CREEK, Facility Carried by Structure: CR 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42A087, Location: 0.05 MI S CR 30 (Lat: 38.821289, Lng: -79.837350), Route carried "on" structure: County highway 3708, Year Built: 1988, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 25 or greater, Features Intersected: LEFT FORK FILES CREEK, Facility Carried by Structure: CR 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.566, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42A088, Location: 0.10 MI. W. OF US 219 (Lat: 38.842400, Lng: -79.876231), Route carried "on" structure: County highway 3708, Year Built: 1995, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,023 (year 2038), Design Load: HS 25 or greater, Features Intersected: TYGART VALLEY RIVER, Facility Carried by Structure: COUNTY ROUTE 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Total Project Cost: $320,000 ( Estimate for 2020), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 42A088, Location: 0.10 MI. W. OF US 219 (Lat: 38.842400, Lng: -79.876231), Route carried "on" structure: County highway 3708, Year Built: 1995, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,023 (year 2038), Design Load: HS 25 or greater, Features Intersected: TYGART VALLEY RIVER, Facility Carried by Structure: COUNTY ROUTE 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.410, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Total Project Cost: $320,000 ( Estimate for 2020), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 42A089, Location: 0.45 MI W CR 21 (Lat: 38.857631, Lng: -79.894139), Route carried "on" structure: County highway 3708, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: CR 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.033, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,275,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,650,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42A089, Location: 0.45 MI W CR 21 (Lat: 38.857631, Lng: -79.894139), Route carried "on" structure: County highway 3708, Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: CR 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.033, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,275,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,650,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42A137, Location: 0.24 MI. S.JCT.CR.37/8 (Lat: 38.837531, Lng: -79.875681), Route carried "on" structure: US 21900, Year Built: 1980, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 10,226 (year 2038), Design Load: HS 20, Features Intersected: FILES CREEK, Facility Carried by Structure: US.219;US250;WV.92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.269, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,250,000 ( Estimate for 2020), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 42A137, Location: 0.24 MI. S.JCT.CR.37/8 (Lat: 38.837531, Lng: -79.875681), Route carried "on" structure: US 21900, Year Built: 1980, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 10,226 (year 2038), Design Load: HS 20, Features Intersected: FILES CREEK, Facility Carried by Structure: US.219;US250;WV.92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.269, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,250,000 ( Estimate for 2020), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 42A147, Location: 0.18 MILES S JCT US 219 (Lat: 38.857950, Lng: -79.861811), Route carried "on" structure: County highway 21912, Year Built: 1915, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2038), Features Intersected: KINGS RUN, Facility Carried by Structure: RANDOLPH CR 219/12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Superstructure: Poor, Channel: Satisfactory, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2021)
Structure Number: 42A147, Location: 0.18 MILES S JCT US 219 (Lat: 38.857950, Lng: -79.861811), Route carried "on" structure: County highway 21912, Year Built: 1915, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2038), Features Intersected: KINGS RUN, Facility Carried by Structure: RANDOLPH CR 219/12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Superstructure: Poor, Channel: Satisfactory, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,000,000 ( Estimate for 2021)
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Structure Number: 42A166, Location: 0.65 MI S CR 37/8 (Lat: 38.850639, Lng: -79.911350), Route carried "on" structure: County highway 3302, Year Built: 1990, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 64 (year 2038), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: CR 33/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $250,000, Total Project Cost: $950,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42A166, Location: 0.65 MI S CR 37/8 (Lat: 38.850639, Lng: -79.911350), Route carried "on" structure: County highway 3302, Year Built: 1990, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 64 (year 2038), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: CR 33/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $250,000, Total Project Cost: $950,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42A167, Location: 1.05 MI S JCT C R 30 (Lat: 38.810539, Lng: -79.826431), Route carried "on" structure: County highway 3708, Year Built: 1991, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 64 (year 2040), Design Load: HS 25 or greater, Features Intersected: LIMEKILN RUN, Facility Carried by Structure: C.R. 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42A167, Location: 1.05 MI S JCT C R 30 (Lat: 38.810539, Lng: -79.826431), Route carried "on" structure: County highway 3708, Year Built: 1991, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 64 (year 2040), Design Load: HS 25 or greater, Features Intersected: LIMEKILN RUN, Facility Carried by Structure: C.R. 37/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42A233, Location: 1.19 MI E JCT 37/8 (Lat: 38.823439, Lng: -79.818919), Route carried "on" structure: County highway 3000, Year Built: 2010, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 256 (year 2038), Design Load: HS 25 or greater, Features Intersected: LEFT FORK FILES CREEK, Facility Carried by Structure: RAND CR 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 42A233, Location: 1.19 MI E JCT 37/8 (Lat: 38.823439, Lng: -79.818919), Route carried "on" structure: County highway 3000, Year Built: 2010, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 256 (year 2038), Design Load: HS 25 or greater, Features Intersected: LEFT FORK FILES CREEK, Facility Carried by Structure: RAND CR 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other