Bridge Statistics for Mineralwells, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 269ft / 82.1mTotal length
- $18,896,000Total costs
- 113,386Total average daily traffic
- 16,391Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mineralwells
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 11950-1959
- 51960-1969
- 11980-1989
- 71990-1999
- 22000-2009
- 52010-2019
- Bridge Condition - Deck
- 52.6%Good
- 5.3%Satisfactory
- 31.6%Fair
- 10.5%Poor
- Bridge Condition - Superstructure
- 65.0%Good
- 5.0%Satisfactory
- 15.0%Fair
- 15.0%Poor
- Bridge Condition - Substructure
- 60.0%Good
- 15.0%Satisfactory
- 20.0%Fair
- 5.0%Poor
- Bridge Condition - Channel
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 54A029, Location: 0.10 MI. E. OF CR. 13/1 (Lat: 39.170239, Lng: -81.576050), Route carried "on" structure: County highway 13, Year Built: 1995, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 825 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF SAM'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A029, Location: 0.10 MI. E. OF CR. 13/1 (Lat: 39.170239, Lng: -81.576050), Route carried "on" structure: County highway 13, Year Built: 1995, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 825 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF SAM'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $200,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54A03, Location: 0.12 MI. W OF CR 13/10 (Lat: 39.183400, Lng: -81.544461), Route carried "on" structure: County highway 13, Year Built: 1990, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,043 (year 2039), Design Load: HS 20, Features Intersected: BADGLEY FK OF TYGART CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $90,000, Total Project Cost: $550,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54A03, Location: 0.12 MI. W OF CR 13/10 (Lat: 39.183400, Lng: -81.544461), Route carried "on" structure: County highway 13, Year Built: 1990, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,043 (year 2039), Design Load: HS 20, Features Intersected: BADGLEY FK OF TYGART CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.395, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2021, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $90,000, Total Project Cost: $550,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54A033, Location: 0.01 MI. S. OF CR. 13 (Lat: 39.167339, Lng: -81.577919), Route carried "on" structure: County highway 136, Year Built: 1968, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 15 (year 2039), Features Intersected: GREEN VALLEY RUN, Facility Carried by Structure: COUNTY ROUTE 13/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $167,000, Total Project Cost: $167,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 54A033, Location: 0.01 MI. S. OF CR. 13 (Lat: 39.167339, Lng: -81.577919), Route carried "on" structure: County highway 136, Year Built: 1968, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 15 (year 2039), Features Intersected: GREEN VALLEY RUN, Facility Carried by Structure: COUNTY ROUTE 13/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $167,000, Total Project Cost: $167,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 54A035, Location: 0.05 M. N. OF CR 21 (Lat: 39.182100, Lng: -81.528431), Route carried "on" structure: County highway 1449, Year Built: 1930, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 86 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 95 (year 2039), Features Intersected: TYGART CREEK, Facility Carried by Structure: CR 14/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Total Project Cost: $200,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54A035, Location: 0.05 M. N. OF CR 21 (Lat: 39.182100, Lng: -81.528431), Route carried "on" structure: County highway 1449, Year Built: 1930, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 86 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 95 (year 2039), Features Intersected: TYGART CREEK, Facility Carried by Structure: CR 14/49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Total Project Cost: $200,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54A059, Location: 0.02 MI. S. OF CR. 21/21 (Lat: 39.177000, Lng: -81.530589), Route carried "on" structure: County highway 21, Year Built: 1928, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 5,811 (year 2039), Features Intersected: LITTLE TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $300,000, Total Project Cost: $900,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 54A059, Location: 0.02 MI. S. OF CR. 21/21 (Lat: 39.177000, Lng: -81.530589), Route carried "on" structure: County highway 21, Year Built: 1928, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,900 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 5,811 (year 2039), Features Intersected: LITTLE TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $300,000, Total Project Cost: $900,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 54A061, Location: 0.07 M NORTH OF CR 40/5 (Lat: 39.140550, Lng: -81.549081), Route carried "on" structure: County highway 2122, Year Built: 1966, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 275 (year 2038), Design Load: HS 20, Features Intersected: COUNTY ROUTE 21/22, Facility Carried by Structure: COUNTY ROUTE 21/22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.21m (30.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,500,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54A061, Location: 0.07 M NORTH OF CR 40/5 (Lat: 39.140550, Lng: -81.549081), Route carried "on" structure: County highway 2122, Year Built: 1966, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 275 (year 2038), Design Load: HS 20, Features Intersected: COUNTY ROUTE 21/22, Facility Carried by Structure: COUNTY ROUTE 21/22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.21m (30.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $500,000, Total Project Cost: $1,500,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54A062, Location: 0.04 MILE WEST OF CR 21 (Lat: 39.122711, Lng: -81.543639), Route carried "on" structure: County highway 2124, Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 330 (year 2038), Design Load: HS 20, Features Intersected: TYGART CREEK, Facility Carried by Structure: COUNTY ROUTE 21/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $100,000, Total Project Cost: $750,000 ( Estimate for 2016), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A062, Location: 0.04 MILE WEST OF CR 21 (Lat: 39.122711, Lng: -81.543639), Route carried "on" structure: County highway 2124, Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 330 (year 2038), Design Load: HS 20, Features Intersected: TYGART CREEK, Facility Carried by Structure: COUNTY ROUTE 21/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $100,000, Total Project Cost: $750,000 ( Estimate for 2016), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54A073, Location: 0.09 MI. E OF JCT CR 24 (Lat: 39.214511, Lng: -81.449611), Route carried "on" structure: County highway 26, Year Built: 1927, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 77 (year 2038), Features Intersected: LEFT FORK STILLWELL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54A073, Location: 0.09 MI. E OF JCT CR 24 (Lat: 39.214511, Lng: -81.449611), Route carried "on" structure: County highway 26, Year Built: 1927, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 77 (year 2038), Features Intersected: LEFT FORK STILLWELL CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54A09, Location: 0.15 MILE SOUTH OF CR 13 (Lat: 39.178689, Lng: -81.545989), Route carried "on" structure: County highway 405, Year Built: 1956, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2038), Features Intersected: SAMS CREEK, Facility Carried by Structure: COUNTY ROUTE 40/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.086, Lanes on structure: 1, Owner: State 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: 11.4m (37.4ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $20,000, Total Project Cost: $140,000 ( Estimate for 2017), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54A09, Location: 0.15 MILE SOUTH OF CR 13 (Lat: 39.178689, Lng: -81.545989), Route carried "on" structure: County highway 405, Year Built: 1956, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 220 (year 2038), Features Intersected: SAMS CREEK, Facility Carried by Structure: COUNTY ROUTE 40/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.086, Lanes on structure: 1, Owner: State 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: 11.4m (37.4ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $20,000, Total Project Cost: $140,000 ( Estimate for 2017), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54A097, Location: 0.15 M WEST OF CR 47/24 (Lat: 39.204950, Lng: -81.470119), Route carried "on" structure: State highway 47, Year Built: 1946, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,424 (year 2038), Features Intersected: STILLWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,200,000 ( Estimate for 2016)
Structure Number: 54A097, Location: 0.15 M WEST OF CR 47/24 (Lat: 39.204950, Lng: -81.470119), Route carried "on" structure: State highway 47, Year Built: 1946, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8,100 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,424 (year 2038), Features Intersected: STILLWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,200,000 ( Estimate for 2016)
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Structure Number: 54A121, Location: 4.88 MI S OF WV 14 (Lat: 39.122000, Lng: -81.546000), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 3,850 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,506 (year 2039), Design Load: HS 20+Mod, Features Intersected: CR 21/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.783, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 54A121, Location: 4.88 MI S OF WV 14 (Lat: 39.122000, Lng: -81.546000), Route carried "on" structure: Interstate 77, Year Built: 1967, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 3,850 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,506 (year 2039), Design Load: HS 20+Mod, Features Intersected: CR 21/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.783, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 54A122, Location: 4.88 MI S OF WV 14 (Lat: 39.122000, Lng: -81.546319), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,850 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,506 (year 2039), Design Load: HS 20+Mod, Features Intersected: CR 21/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.783, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 54A122, Location: 4.88 MI S OF WV 14 (Lat: 39.122000, Lng: -81.546319), Route carried "on" structure: Interstate 77, Year Built: 1968, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,850 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 5,506 (year 2039), Design Load: HS 20+Mod, Features Intersected: CR 21/24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.783, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $950,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 54A175, Location: 1.66 MILE SOUTH OF WV 14 (Lat: 39.166800, Lng: -81.540061), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,448 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $750,000, Total Project Cost: $750,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A175, Location: 1.66 MILE SOUTH OF WV 14 (Lat: 39.166800, Lng: -81.540061), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,448 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $750,000, Total Project Cost: $750,000, 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: 54A176, Location: 1.66 MILE SOUTH OF WV 14 (Lat: 39.166861, Lng: -81.540281), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,448 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $750,000, Total Project Cost: $750,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A176, Location: 1.66 MILE SOUTH OF WV 14 (Lat: 39.166861, Lng: -81.540281), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,448 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $750,000, Total Project Cost: $750,000, 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: 54A177, Location: 0.58 MILE SOUTH OF WV 14 (Lat: 39.181631, Lng: -81.533131), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 9,152 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Better than present minimum criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $10,000, Total Project Cost: $410,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A177, Location: 0.58 MILE SOUTH OF WV 14 (Lat: 39.181631, Lng: -81.533131), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 9,152 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Better than present minimum criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $10,000, Total Project Cost: $410,000, 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: 54A178, Location: 0.58 MILE SOUTH OF WV 14 (Lat: 39.181639, Lng: -81.533339), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 9,152 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Better than present minimum criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $10,000, Total Project Cost: $410,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A178, Location: 0.58 MILE SOUTH OF WV 14 (Lat: 39.181639, Lng: -81.533339), Route carried "on" structure: Interstate 77, Year Built: 1997, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 9,152 (year 2039), Design Load: HS 25 or greater, Features Intersected: TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Better than present minimum criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $10,000, Total Project Cost: $410,000, 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: 54A179, Location: 0.03 MILE N OF CR 42/1 (Lat: 39.158761, Lng: -81.500850), Route carried "on" structure: County highway 42, Year Built: 1997, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2038), Design Load: HS 25 or greater, Features Intersected: LITTLE TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.826, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $2,000,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A179, Location: 0.03 MILE N OF CR 42/1 (Lat: 39.158761, Lng: -81.500850), Route carried "on" structure: County highway 42, Year Built: 1997, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2038), Design Load: HS 25 or greater, Features Intersected: LITTLE TYGART CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.826, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $2,000,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54A189, Location: 0.13 MILE SOUTH OF CR 13 (Lat: 39.188989, Lng: -81.529831), Route carried "on" structure: State highway 14, Year Built: 2001, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,048 (year 2038), Design Load: HS 25 or greater, Features Intersected: Interstate 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.151, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 54A189, Location: 0.13 MILE SOUTH OF CR 13 (Lat: 39.188989, Lng: -81.529831), Route carried "on" structure: State highway 14, Year Built: 2001, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,048 (year 2038), Design Load: HS 25 or greater, Features Intersected: Interstate 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.151, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 54A248, Location: 0.07 Mi South to CR 14/1 (Lat: 39.185231, Lng: -81.524011), Route carried "on" structure: State highway 14, Year Built: 2012, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 6,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,245 (year 2039), Design Load: HL 93, Features Intersected: Tygart Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.491, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 54.9m (180.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.20m (43.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,000,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $5,000,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54A248, Location: 0.07 Mi South to CR 14/1 (Lat: 39.185231, Lng: -81.524011), Route carried "on" structure: State highway 14, Year Built: 2012, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 6,900 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,245 (year 2039), Design Load: HL 93, Features Intersected: Tygart Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.491, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 54.9m (180.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.20m (43.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,000,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $5,000,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54A256, Location: 0.01 Mile South of WV 14 (Lat: 39.171189, Lng: -81.492631), Route carried "on" structure: County highway 42, Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2038), Design Load: HL 93, Features Intersected: Lockhart Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $569,000, Total Project Cost: $569,000 ( Estimate for 2016)
Structure Number: 54A256, Location: 0.01 Mile South of WV 14 (Lat: 39.171189, Lng: -81.492631), Route carried "on" structure: County highway 42, Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 715 (year 2038), Design Load: HL 93, Features Intersected: Lockhart Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $569,000, Total Project Cost: $569,000 ( Estimate for 2016)
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Structure Number: 54A257, Location: 0.5 Miles West of C.R.21 (Lat: 39.177311, Lng: -81.534550), Route carried "on" structure: County highway 2121, Year Built: 2017, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 15 (year 2039), Design Load: HL 93, Features Intersected: Little Tygart Creek, Facility Carried by Structure: County Route 21/21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54A257, Location: 0.5 Miles West of C.R.21 (Lat: 39.177311, Lng: -81.534550), Route carried "on" structure: County highway 2121, Year Built: 2017, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 15 (year 2039), Design Load: HL 93, Features Intersected: Little Tygart Creek, Facility Carried by Structure: County Route 21/21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54A258, Location: 0.90 MI S of WV 14 (Lat: 39.177439, Lng: -81.535150), Route carried "on" structure: Interstate 77, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,800 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 18,304 (year 2039), Design Load: HL 93, Features Intersected: CR 21/21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.140, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54A258, Location: 0.90 MI S of WV 14 (Lat: 39.177439, Lng: -81.535150), Route carried "on" structure: Interstate 77, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,800 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 18,304 (year 2039), Design Load: HL 93, Features Intersected: CR 21/21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.140, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54A061, Location: 0.07 M NORTH OF CR 40/5 (Lat: 39.140550, Lng: -81.549081), Route carried "under" structure: Interstate 7700, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 0007), Truck Traffic: 15%, Features Intersected: COUNTY ROUTE 21/22, Facility Carried by Structure: COUNTY ROUTE 21/22
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 267.907, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 54A061, Location: 0.07 M NORTH OF CR 40/5 (Lat: 39.140550, Lng: -81.549081), Route carried "under" structure: Interstate 7700, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 0007), Truck Traffic: 15%, Features Intersected: COUNTY ROUTE 21/22, Facility Carried by Structure: COUNTY ROUTE 21/22
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 267.907, Lanes on structure: 2, Lanes under structure: 4, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 54A189, Location: 0.13 MILE SOUTH OF CR 13 (Lat: 39.188981, Lng: -81.529889), Route carried "under" structure: Interstate 7700, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 0008), Truck Traffic: 19%, Features Intersected: Interstate 77, Facility Carried by Structure: WEST VIRGINIA 14
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 273.637, Lanes on structure: 5, Lanes under structure: 4, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 54A189, Location: 0.13 MILE SOUTH OF CR 13 (Lat: 39.188981, Lng: -81.529889), Route carried "under" structure: Interstate 7700, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 0008), Truck Traffic: 19%, Features Intersected: Interstate 77, Facility Carried by Structure: WEST VIRGINIA 14
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 273.637, Lanes on structure: 5, Lanes under structure: 4, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 54A258, Location: 0.90 MI S of WV 14 (Lat: 39.177439, Lng: -81.535150), Route carried "under" structure: County highway 2121, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 10 (year 2015), Features Intersected: CR 21/21, Facility Carried by Structure: I 77
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.322, Lanes on structure: 4, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 54A258, Location: 0.90 MI S of WV 14 (Lat: 39.177439, Lng: -81.535150), Route carried "under" structure: County highway 2121, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 10 (year 2015), Features Intersected: CR 21/21, Facility Carried by Structure: I 77
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.322, Lanes on structure: 4, Length of Maximum Span: 9.1m (29.9ft)