Bridge Statistics for Montcalm, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 144ft / 43.9mTotal length
- $10,225,000Total costs
- 11,840Total average daily traffic
- 541Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montcalm
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 51980-1989
- 21990-1999
- 62000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 12.5%Good
- 50.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 6.3%Very good
- 25.0%Good
- 25.0%Satisfactory
- 31.3%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 18.8%Good
- 43.8%Satisfactory
- 31.3%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 18.8%Very good
- 37.5%Good
- 12.5%Satisfactory
- 18.8%Fair
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Structure Number: 28A028, Location: 0.03 MI N.OF WV.71 (Lat: 37.353919, Lng: -81.253339), Route carried "on" structure: County highway 1100, Year Built: 1948, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 605 (year 2038), Design Load: HS 15, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,150,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28A028, Location: 0.03 MI N.OF WV.71 (Lat: 37.353919, Lng: -81.253339), Route carried "on" structure: County highway 1100, Year Built: 1948, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 605 (year 2038), Design Load: HS 15, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $150,000, Total Project Cost: $3,150,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28A029, Location: 0.82 MI N OF CR 11/9 (Lat: 37.370211, Lng: -81.270489), Route carried "on" structure: County highway 1100, Year Built: 1993, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 605 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A029, Location: 0.82 MI N OF CR 11/9 (Lat: 37.370211, Lng: -81.270489), Route carried "on" structure: County highway 1100, Year Built: 1993, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 605 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.268, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A031, Location: 0.01 MI N OF CR 11/15 (Lat: 37.388400, Lng: -81.288261), Route carried "on" structure: County highway 1100, Year Built: 1992, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 545 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A031, Location: 0.01 MI N OF CR 11/15 (Lat: 37.388400, Lng: -81.288261), Route carried "on" structure: County highway 1100, Year Built: 1992, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 545 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.696, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A032, Location: 0.05 MI N OF CR 13 (Lat: 37.390539, Lng: -81.291139), Route carried "on" structure: County highway 1100, Year Built: 1940, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2039), Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.098, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 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 replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), 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: $475,000, Roadway Improvement Cost: $25,000, Total Project Cost: $500,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28A032, Location: 0.05 MI N OF CR 13 (Lat: 37.390539, Lng: -81.291139), Route carried "on" structure: County highway 1100, Year Built: 1940, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2039), Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.098, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 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 replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), 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: $475,000, Roadway Improvement Cost: $25,000, Total Project Cost: $500,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28A037, Location: 0.67 MI. W. OF CR 11 (Lat: 37.358739, Lng: -81.263331), Route carried "on" structure: County highway 1106, Year Built: 1986, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 24 (year 2038), Design Load: HS 20, Features Intersected: CRANE CREEK, Facility Carried by Structure: COUNTY ROUTE 11/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Wood or Timber
Structure Number: 28A037, Location: 0.67 MI. W. OF CR 11 (Lat: 37.358739, Lng: -81.263331), Route carried "on" structure: County highway 1106, Year Built: 1986, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 24 (year 2038), Design Load: HS 20, Features Intersected: CRANE CREEK, Facility Carried by Structure: COUNTY ROUTE 11/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Wood or Timber
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Structure Number: 28A04, Location: 0.02 MI S OF CR 11 (Lat: 37.353700, Lng: -81.254239), Route carried "on" structure: County highway 1110, Year Built: 1950, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11/10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $5,500,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 28A04, Location: 0.02 MI S OF CR 11 (Lat: 37.353700, Lng: -81.254239), Route carried "on" structure: County highway 1110, Year Built: 1950, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 120 (year 2039), Design Load: HS 20, Features Intersected: CRANE CREEK, Facility Carried by Structure: CR 11/10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $5,500,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 28A11, Location: 0.01 MI N OF CR 71/4 (Lat: 37.368361, Lng: -81.221769), Route carried "on" structure: State highway 7100, Year Built: 1988, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,029 (year 2038), Design Load: HS 20, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: WV 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 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: 28A11, Location: 0.01 MI N OF CR 71/4 (Lat: 37.368361, Lng: -81.221769), Route carried "on" structure: State highway 7100, Year Built: 1988, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,029 (year 2038), Design Load: HS 20, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: WV 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 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: 28A112, Location: 0.45 MI. N. OF WV. 71 (Lat: 37.377550, Lng: -81.231669), Route carried "on" structure: County highway 7103, Year Built: 1982, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 121 (year 2038), Features Intersected: WIDEMOUTH CREEK, Facility Carried by Structure: COUNTY ROUTE 71/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28A112, Location: 0.45 MI. N. OF WV. 71 (Lat: 37.377550, Lng: -81.231669), Route carried "on" structure: County highway 7103, Year Built: 1982, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 121 (year 2038), Features Intersected: WIDEMOUTH CREEK, Facility Carried by Structure: COUNTY ROUTE 71/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28A171, Location: 0.31 MI S OF WV 71 (Lat: 37.357669, Lng: -81.231119), Route carried "on" structure: County highway 7113, Year Built: 1983, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2039), Design Load: HS 20, Features Intersected: SANDLICK CREEK, Facility Carried by Structure: CR 71/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), 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: $400,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28A171, Location: 0.31 MI S OF WV 71 (Lat: 37.357669, Lng: -81.231119), Route carried "on" structure: County highway 7113, Year Built: 1983, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 660 (year 2039), Design Load: HS 20, Features Intersected: SANDLICK CREEK, Facility Carried by Structure: CR 71/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), 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: $400,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28A3, Location: 0.49 MI S OF CO 11/15 (Lat: 37.385419, Lng: -81.282489), Route carried "on" structure: County highway 1100, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 605 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRANE CREEK, Facility Carried by Structure: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $50,000, Total Project Cost: $425,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A3, Location: 0.49 MI S OF CO 11/15 (Lat: 37.385419, Lng: -81.282489), Route carried "on" structure: County highway 1100, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 605 (year 2038), Design Load: HS 25 or greater, Features Intersected: CRANE CREEK, Facility Carried by Structure: COUNTY ROUTE 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $50,000, Total Project Cost: $425,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A308, Location: 0.01 MILE N OF CO 15/5 (Lat: 37.356361, Lng: -81.245889), Route carried "on" structure: State highway 7100, Year Built: 2006, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,570 (year 2039), Design Load: HL 93, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: WV ROUTE 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 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: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A308, Location: 0.01 MILE N OF CO 15/5 (Lat: 37.356361, Lng: -81.245889), Route carried "on" structure: State highway 7100, Year Built: 2006, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,570 (year 2039), Design Load: HL 93, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: WV ROUTE 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 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: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A309, Location: 0.08 MILE S OF CO 71/12 (Lat: 37.373139, Lng: -81.224039), Route carried "on" structure: State highway 7100, Year Built: 2003, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,029 (year 2039), Design Load: HS 25 or greater, Features Intersected: WIDEMOUTH CREEK, Facility Carried by Structure: WV 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 21.9m (71.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A309, Location: 0.08 MILE S OF CO 71/12 (Lat: 37.373139, Lng: -81.224039), Route carried "on" structure: State highway 7100, Year Built: 2003, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,029 (year 2039), Design Load: HS 25 or greater, Features Intersected: WIDEMOUTH CREEK, Facility Carried by Structure: WV 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 21.9m (71.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A31, Location: 0.01 MILE N OF CO 71/14 (Lat: 37.354769, Lng: -81.247450), Route carried "on" structure: State highway 7100, Year Built: 2003, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,570 (year 2039), Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: WV ROUTE 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 2, 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: 41.1m (134.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A31, Location: 0.01 MILE N OF CO 71/14 (Lat: 37.354769, Lng: -81.247450), Route carried "on" structure: State highway 7100, Year Built: 2003, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,570 (year 2039), Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: WV ROUTE 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.116, Lanes on structure: 2, 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: 41.1m (134.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28A32, Location: 0.14 MI EAST OF CO 15/4 (Lat: 37.346581, Lng: -81.257781), Route carried "on" structure: County highway 1500, Year Built: 2009, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2039), Design Load: HL 93, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: CO 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, 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: 36.0m (118.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28A32, Location: 0.14 MI EAST OF CO 15/4 (Lat: 37.346581, Lng: -81.257781), Route carried "on" structure: County highway 1500, Year Built: 2009, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 240 (year 2039), Design Load: HL 93, Features Intersected: BLUESTONE RIVER, Facility Carried by Structure: CO 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.323, 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: 36.0m (118.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28A332, Location: 0.05 Mile South of CR 15 (Lat: 37.345331, Lng: -81.260450), Route carried "on" structure: County highway 154, Year Built: 2012, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 121 (year 2038), Design Load: HL 93, Features Intersected: Bluestone River, Facility Carried by Structure: County Route 15/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28A332, Location: 0.05 Mile South of CR 15 (Lat: 37.345331, Lng: -81.260450), Route carried "on" structure: County highway 154, Year Built: 2012, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 121 (year 2038), Design Load: HL 93, Features Intersected: Bluestone River, Facility Carried by Structure: County Route 15/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 28A333, Location: 0.11 Mile N. of CO. 71/3 (Lat: 37.381969, Lng: -81.227761), Route carried "on" structure: Other road 90260, Year Built: 2002, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 24 (year 2038), Features Intersected: Widemouth Creek, Facility Carried by Structure: HARP 902/60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.08m (3.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $25,000, Total Project Cost: $250,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 28A333, Location: 0.11 Mile N. of CO. 71/3 (Lat: 37.381969, Lng: -81.227761), Route carried "on" structure: Other road 90260, Year Built: 2002, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 24 (year 2038), Features Intersected: Widemouth Creek, Facility Carried by Structure: HARP 902/60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.08m (3.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $25,000, Total Project Cost: $250,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 28A161, Location: 0.61 MI N OF WV 71 (Lat: 37.378839, Lng: -81.233961), Route carried "under" structure: County highway 7103, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Features Intersected: NS RAILROAD, Facility Carried by Structure: NS RAILROAD
Minimum Vertical Clearance: 3.43m (11.25ft), Kilometerpoint: 0.998, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 28A161, Location: 0.61 MI N OF WV 71 (Lat: 37.378839, Lng: -81.233961), Route carried "under" structure: County highway 7103, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Features Intersected: NS RAILROAD, Facility Carried by Structure: NS RAILROAD
Minimum Vertical Clearance: 3.43m (11.25ft), Kilometerpoint: 0.998, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)