Bridge Statistics for Benwood, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 157ft / 48.0mTotal length
- $3,488,000Total costs
- 88,990Total average daily traffic
- 6,954Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Benwood
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 101960-1969
- 21980-1989
- 11990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 42.9%Good
- 35.7%Fair
- 21.4%Poor
- Bridge Condition - Superstructure
- 35.7%Good
- 14.3%Satisfactory
- 35.7%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 35.7%Good
- 7.1%Satisfactory
- 35.7%Fair
- 21.4%Poor
- Bridge Condition - Channel
- 20.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 26A004, Location: 0.84 Mi. East Jct. CR 4 (Lat: 40.007519, Lng: -80.722500), Route carried "on" structure: County highway 1, Year Built: 1921, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 1,001 (year 2039), Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $15,000, Total Project Cost: $96,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A004, Location: 0.84 Mi. East Jct. CR 4 (Lat: 40.007519, Lng: -80.722500), Route carried "on" structure: County highway 1, Year Built: 1921, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 1,001 (year 2039), Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $15,000, Total Project Cost: $96,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A005, Location: 1.02 mi. East jct CR 4 (Lat: 40.006439, Lng: -80.719811), Route carried "on" structure: County highway 1, Year Built: 1921, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 1,001 (year 2039), Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $15,000, Total Project Cost: $96,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A005, Location: 1.02 mi. East jct CR 4 (Lat: 40.006439, Lng: -80.719811), Route carried "on" structure: County highway 1, Year Built: 1921, Status: Posted for load, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 1,001 (year 2039), Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $15,000, Total Project Cost: $96,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A069, Location: 0.02 mi. South jct CR 2/7 (Lat: 39.998119, Lng: -80.731111), Route carried "on" structure: US 250, Year Built: 1964, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 19,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 23,790 (year 2018), Design Load: HS 20+Mod, Features Intersected: Marshall Street CR2/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.047, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A069, Location: 0.02 mi. South jct CR 2/7 (Lat: 39.998119, Lng: -80.731111), Route carried "on" structure: US 250, Year Built: 1964, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 19,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 23,790 (year 2018), Design Load: HS 20+Mod, Features Intersected: Marshall Street CR2/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.047, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A07, Location: 0.85 mi. South jct CR1 (Lat: 40.014511, Lng: -80.733469), Route carried "on" structure: US 250, Year Built: 1965, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 20,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 25,010 (year 2038), Design Load: HS 20+Mod, Features Intersected: Former Bellaire Br. Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.962, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.88m (32.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $20,000, Total Project Cost: $846,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 26A07, Location: 0.85 mi. South jct CR1 (Lat: 40.014511, Lng: -80.733469), Route carried "on" structure: US 250, Year Built: 1965, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 20,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 25,010 (year 2038), Design Load: HS 20+Mod, Features Intersected: Former Bellaire Br. Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.962, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.88m (32.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $20,000, Total Project Cost: $846,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 26A071, Location: 0.59 mi. South jct CR1 (Lat: 40.020881, Lng: -80.731561), Route carried "on" structure: Ramp US 250, Year Built: 1968, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,417 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,169 (year 2038), Design Load: HS 20, Features Intersected: Vacant Land
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.396, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $322,000, Total Project Cost: $322,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A071, Location: 0.59 mi. South jct CR1 (Lat: 40.020881, Lng: -80.731561), Route carried "on" structure: Ramp US 250, Year Built: 1968, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,417 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,169 (year 2038), Design Load: HS 20, Features Intersected: Vacant Land
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.396, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $322,000, Total Project Cost: $322,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A072, Location: 0.25 mi. South jct CR 1 (Lat: 40.021250, Lng: -80.731431), Route carried "on" structure: Ramp US 250, Year Built: 1968, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,433 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,188 (year 2039), Design Load: HS 20, Features Intersected: Vacant Land
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.944, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $10,000, Total Project Cost: $274,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 26A072, Location: 0.25 mi. South jct CR 1 (Lat: 40.021250, Lng: -80.731431), Route carried "on" structure: Ramp US 250, Year Built: 1968, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,433 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,188 (year 2039), Design Load: HS 20, Features Intersected: Vacant Land
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.944, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $10,000, Total Project Cost: $274,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 26A073, Location: 0.02 mi. South of CR 1 (Lat: 40.026611, Lng: -80.727789), Route carried "on" structure: US 250, Year Built: 1968, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,080 (year 2040), Design Load: HS 20, Features Intersected: CR 1 - Boggs Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.330, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $498,000, Total Project Cost: $498,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 26A073, Location: 0.02 mi. South of CR 1 (Lat: 40.026611, Lng: -80.727789), Route carried "on" structure: US 250, Year Built: 1968, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,080 (year 2040), Design Load: HS 20, Features Intersected: CR 1 - Boggs Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.330, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $498,000, Total Project Cost: $498,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 26A08, Location: 0.40 mi. South jct CR 1 (Lat: 40.021150, Lng: -80.731469), Route carried "on" structure: County highway 11, Year Built: 1968, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 202 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 246 (year 2037), Design Load: HS 20, Features Intersected: US 250 & WV 2, Facility Carried by Structure: County Route 1/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $10,000, Total Project Cost: $401,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 26A08, Location: 0.40 mi. South jct CR 1 (Lat: 40.021150, Lng: -80.731469), Route carried "on" structure: County highway 11, Year Built: 1968, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 202 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 246 (year 2037), Design Load: HS 20, Features Intersected: US 250 & WV 2, Facility Carried by Structure: County Route 1/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $10,000, Total Project Cost: $401,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 26A086, Location: Jct County Route 1 (Lat: 40.003389, Lng: -80.711569), Route carried "on" structure: County highway 8825, Year Built: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 61 (year 2040), Design Load: HS 25 or greater, Features Intersected: Boggs Run, Facility Carried by Structure: County Route 88/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $191,000, Total Project Cost: $384,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A086, Location: Jct County Route 1 (Lat: 40.003389, Lng: -80.711569), Route carried "on" structure: County highway 8825, Year Built: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 61 (year 2040), Design Load: HS 25 or greater, Features Intersected: Boggs Run, Facility Carried by Structure: County Route 88/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $191,000, Total Project Cost: $384,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A098, Location: 0.01 mi. East jct CR 4 (Lat: 40.017139, Lng: -80.727661), Route carried "on" structure: County highway 1, Year Built: 2000, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 702 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 1,004 (year 2037), Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 20.5m (67.3ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $10,000, Total Project Cost: $101,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26A098, Location: 0.01 mi. East jct CR 4 (Lat: 40.017139, Lng: -80.727661), Route carried "on" structure: County highway 1, Year Built: 2000, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 702 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 1,004 (year 2037), Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 20.5m (67.3ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $10,000, Total Project Cost: $101,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26A103, Location: 0.30 Mi. West Jct CR88/25 (Lat: 40.005281, Lng: -80.717050), Route carried "on" structure: County highway 1, Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 854 (year 2038), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26A103, Location: 0.30 Mi. West Jct CR88/25 (Lat: 40.005281, Lng: -80.717050), Route carried "on" structure: County highway 1, Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 854 (year 2038), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26A105, Location: 0.32 mi. East jct CR 4 (Lat: 40.012989, Lng: -80.727331), Route carried "on" structure: County highway 1, Year Built: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 1,002 (year 2039), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 17.7m (58.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A105, Location: 0.32 mi. East jct CR 4 (Lat: 40.012989, Lng: -80.727331), Route carried "on" structure: County highway 1, Year Built: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 1,002 (year 2039), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 17.7m (58.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A113, Location: 0.42 mi East of US 250 (Lat: 40.021450, Lng: -80.727389), Route carried "on" structure: County highway 1, Year Built: 2011, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 835 (year 2040), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 26A113, Location: 0.42 mi East of US 250 (Lat: 40.021450, Lng: -80.727389), Route carried "on" structure: County highway 1, Year Built: 2011, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 835 (year 2040), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 26A117, Location: 0.31 mi. East jct CR88/25 (Lat: 40.000661, Lng: -80.707769), Route carried "on" structure: County highway 1, Year Built: 2015, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 793 (year 2040), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A117, Location: 0.31 mi. East jct CR88/25 (Lat: 40.000661, Lng: -80.707769), Route carried "on" structure: County highway 1, Year Built: 2015, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 793 (year 2040), Design Load: HL 93, Features Intersected: Boggs Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A9, Location: 0.01 Mi. North Jct. CR 1 (Lat: 40.024650, Lng: -80.725600), Route carried "on" structure: City street N0130, Year Built: 1987, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 110 (year 2040), Features Intersected: Boggs Run, Facility Carried by Structure: Roosevelt Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26A9, Location: 0.01 Mi. North Jct. CR 1 (Lat: 40.024650, Lng: -80.725600), Route carried "on" structure: City street N0130, Year Built: 1987, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 110 (year 2040), Features Intersected: Boggs Run, Facility Carried by Structure: Roosevelt Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $10,000, Total Project Cost: $160,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26A903, Location: 0.01 mi. North jct CR 1 (Lat: 40.025681, Lng: -80.726661), Route carried "on" structure: City street N0130, Year Built: 1996, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 62 (year 2038), Design Load: HS 20, Features Intersected: Boggs Run, Facility Carried by Structure: City Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $10,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26A903, Location: 0.01 mi. North jct CR 1 (Lat: 40.025681, Lng: -80.726661), Route carried "on" structure: City street N0130, Year Built: 1996, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 62 (year 2038), Design Load: HS 20, Features Intersected: Boggs Run, Facility Carried by Structure: City Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.23m (27.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $10,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26A018, Location: 0.02 Mi. West Jct. US 250 (Lat: 40.027150, Lng: -80.728281), Route carried "under" structure: County highway 1, Year Built: 1930, Structure Length: 0. m, Features Intersected: Marshall Street, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.756, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 26A018, Location: 0.02 Mi. West Jct. US 250 (Lat: 40.027150, Lng: -80.728281), Route carried "under" structure: County highway 1, Year Built: 1930, Structure Length: 0. m, Features Intersected: Marshall Street, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.756, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 26A069, Location: 0.02 mi. South jct CR 2/7 (Lat: 39.998119, Lng: -80.731111), Route carried "under" structure: County highway 207, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 0008), Truck Traffic: 14%, Features Intersected: Marshall Street CR2/7, Facility Carried by Structure: US 250
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.221, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 26A069, Location: 0.02 mi. South jct CR 2/7 (Lat: 39.998119, Lng: -80.731111), Route carried "under" structure: County highway 207, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 0008), Truck Traffic: 14%, Features Intersected: Marshall Street CR2/7, Facility Carried by Structure: US 250
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 2.221, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 26A07, Location: 0.85 mi. South jct CR1 (Lat: 40.013389, Lng: -80.735550), Route carried "under" structure: Ramp US 2500, Year Built: 1965, Structure Length: 0. m, Features Intersected: Former Bellaire Br. Ramp, Facility Carried by Structure: US 250
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 26.6m (87.3ft)
Structure Number: 26A07, Location: 0.85 mi. South jct CR1 (Lat: 40.013389, Lng: -80.735550), Route carried "under" structure: Ramp US 2500, Year Built: 1965, Structure Length: 0. m, Features Intersected: Former Bellaire Br. Ramp, Facility Carried by Structure: US 250
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Length of Maximum Span: 26.6m (87.3ft)
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Structure Number: 26A073, Location: 0.02 mi. South of CR 1 (Lat: 40.026611, Lng: -80.727789), Route carried "under" structure: County highway 100, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 3,996 (year 0014), Truck Traffic: 14%, Features Intersected: CR 1 - Boggs Run Road, Facility Carried by Structure: US Route 250
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.821, Lanes on structure: 5, Lanes under structure: 2, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 26A073, Location: 0.02 mi. South of CR 1 (Lat: 40.026611, Lng: -80.727789), Route carried "under" structure: County highway 100, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 3,996 (year 0014), Truck Traffic: 14%, Features Intersected: CR 1 - Boggs Run Road, Facility Carried by Structure: US Route 250
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.821, Lanes on structure: 5, Lanes under structure: 2, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 26A08, Location: 0.40 mi. South jct CR 1 (Lat: 40.011000, Lng: -80.439000), Route carried "under" structure: US 25000, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,600 (year 0008), Truck Traffic: 7%, Features Intersected: US 250 & WV 2, Facility Carried by Structure: County Route 1/1
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 61.686, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 26A08, Location: 0.40 mi. South jct CR 1 (Lat: 40.011000, Lng: -80.439000), Route carried "under" structure: US 25000, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,600 (year 0008), Truck Traffic: 7%, Features Intersected: US 250 & WV 2, Facility Carried by Structure: County Route 1/1
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 61.686, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 26A106, Location: 0.12 Mi. East Jct CR88/25 (Lat: 40.002411, Lng: -80.709669), Route carried "under" structure: County highway 1, Year Built: 2009, Structure Length: 0. m, Features Intersected: County Route 1, Facility Carried by Structure: Coal Conveyor
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes under structure: 2, Design/Construction: Mixed types, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 26A106, Location: 0.12 Mi. East Jct CR88/25 (Lat: 40.002411, Lng: -80.709669), Route carried "under" structure: County highway 1, Year Built: 2009, Structure Length: 0. m, Features Intersected: County Route 1, Facility Carried by Structure: Coal Conveyor
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.619, Lanes under structure: 2, Design/Construction: Mixed types, Length of Maximum Span: 28.3m (92.8ft)