Bridge Statistics for Reader, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 128ft / 39.5mTotal length
- $5,971,000Total costs
- 17,616Total average daily traffic
- 1,409Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Reader
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21910-1919
- 51920-1929
- 11930-1939
- 11950-1959
- 21960-1969
- 11980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 41.7%Good
- 8.3%Satisfactory
- 8.3%Fair
- 25.0%Poor
- Bridge Condition - Superstructure
- 11.8%Very good
- 29.4%Good
- 58.8%Poor
- Bridge Condition - Substructure
- 11.8%Very good
- 23.5%Good
- 11.8%Satisfactory
- 41.2%Fair
- 11.8%Poor
- Bridge Condition - Channel
- 17.6%Very good
- 5.9%Good
- 17.6%Satisfactory
- 29.4%Fair
- 17.6%Poor
- 11.8%Serious
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Structure Number: 52A011, Location: 1.13 mi. West jct CR 38 (Lat: 39.611219, Lng: -80.788181), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Features Intersected: Duerns Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.374, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $172,000, Total Project Cost: $360,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A011, Location: 1.13 mi. West jct CR 38 (Lat: 39.611219, Lng: -80.788181), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Features Intersected: Duerns Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.374, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $172,000, Total Project Cost: $360,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A013, Location: 0.71 Mi. West Jct. CR 5 (Lat: 39.613381, Lng: -80.761200), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.089, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Serious, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: September 2019, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $194,000, Total Project Cost: $591,000 ( Estimate for 2021)
Structure Number: 52A013, Location: 0.71 Mi. West Jct. CR 5 (Lat: 39.613381, Lng: -80.761200), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.089, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Serious, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Underwater Inspection Date: September 2019, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $194,000, Total Project Cost: $591,000 ( Estimate for 2021)
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Structure Number: 52A014, Location: 0.37 mi. West jct CR 5 (Lat: 39.610631, Lng: -80.756419), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $238,000, Total Project Cost: $670,000 ( Estimate for 2019)
Structure Number: 52A014, Location: 0.37 mi. West jct CR 5 (Lat: 39.610631, Lng: -80.756419), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $238,000, Total Project Cost: $670,000 ( Estimate for 2019)
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Structure Number: 52A015, Location: 0.11 mi. West jct CR 5 (Lat: 39.613281, Lng: -80.753169), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,740 (year 2039), Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 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: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $238,000, Total Project Cost: $682,000 ( Estimate for 2020)
Structure Number: 52A015, Location: 0.11 mi. West jct CR 5 (Lat: 39.613281, Lng: -80.753169), Route carried "on" structure: State highway 7, Year Built: 1924, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,740 (year 2039), Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 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: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $238,000, Total Project Cost: $682,000 ( Estimate for 2020)
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Structure Number: 52A016, Location: 0.02 mi. West jct CR 7/7 (Lat: 39.626250, Lng: -80.712181), Route carried "on" structure: State highway 7, Year Built: 1926, Status: Posted for load, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,520 (year 2039), Features Intersected: Scheidler Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 5.4m (17.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $155,000, Total Project Cost: $473,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A016, Location: 0.02 mi. West jct CR 7/7 (Lat: 39.626250, Lng: -80.712181), Route carried "on" structure: State highway 7, Year Built: 1926, Status: Posted for load, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,520 (year 2039), Features Intersected: Scheidler Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 5.4m (17.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $155,000, Total Project Cost: $473,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A024, Location: 0.02 mi. East jct WV7 (Lat: 39.620589, Lng: -80.720539), Route carried "on" structure: County highway 75, Year Built: 1913, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 62 (year 2038), Features Intersected: Little Fishing Creek, Facility Carried by Structure: County Route 7/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $210,000, Total Project Cost: $490,000 ( Estimate for 2020)
Structure Number: 52A024, Location: 0.02 mi. East jct WV7 (Lat: 39.620589, Lng: -80.720539), Route carried "on" structure: County highway 75, Year Built: 1913, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 62 (year 2038), Features Intersected: Little Fishing Creek, Facility Carried by Structure: County Route 7/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $210,000, Total Project Cost: $490,000 ( Estimate for 2020)
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Structure Number: 52A069, Location: 0.06 mi. South jct CR42 (Lat: 39.582239, Lng: -80.748950), Route carried "on" structure: State highway 20, Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,806 (year 2040), Features Intersected: Money Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.730, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $305,000, Total Project Cost: $775,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A069, Location: 0.06 mi. South jct CR42 (Lat: 39.582239, Lng: -80.748950), Route carried "on" structure: State highway 20, Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,806 (year 2040), Features Intersected: Money Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.730, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $305,000, Total Project Cost: $775,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A071, Location: 0.01 mi. North jct CR 44 (Lat: 39.580619, Lng: -80.778431), Route carried "on" structure: County highway 201, Year Built: 1987, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 183 (year 2040), Design Load: HS 20, Features Intersected: Fishing Creek, Facility Carried by Structure: County Route 20/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $150,000, Total Project Cost: $150,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A071, Location: 0.01 mi. North jct CR 44 (Lat: 39.580619, Lng: -80.778431), Route carried "on" structure: County highway 201, Year Built: 1987, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 183 (year 2040), Design Load: HS 20, Features Intersected: Fishing Creek, Facility Carried by Structure: County Route 20/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.95m (22.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $150,000, Total Project Cost: $150,000 ( Estimate for 2019), 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: 52A081, Location: 0.24 mi. South jct WV 20 (Lat: 39.588061, Lng: -80.778789), Route carried "on" structure: County highway 39, Year Built: 1918, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: Morgan Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Serious, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $293,000, Total Project Cost: $588,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52A081, Location: 0.24 mi. South jct WV 20 (Lat: 39.588061, Lng: -80.778789), Route carried "on" structure: County highway 39, Year Built: 1918, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: Morgan Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Serious, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $293,000, Total Project Cost: $588,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52A086, Location: 0.01 mi. South jct CR 48 (Lat: 39.564769, Lng: -80.733739), Route carried "on" structure: County highway 50, Year Built: 1963, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 183 (year 2039), Features Intersected: Brush Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 52A086, Location: 0.01 mi. South jct CR 48 (Lat: 39.564769, Lng: -80.733739), Route carried "on" structure: County highway 50, Year Built: 1963, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 183 (year 2039), Features Intersected: Brush Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 52A087, Location: 0.09 mi North jct CR 40/1 (Lat: 39.571569, Lng: -80.723200), Route carried "on" structure: County highway 52, Year Built: 1958, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2040), Design Load: HS 20, Features Intersected: Reader Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $131,000, Total Project Cost: $315,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52A087, Location: 0.09 mi North jct CR 40/1 (Lat: 39.571569, Lng: -80.723200), Route carried "on" structure: County highway 52, Year Built: 1958, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2040), Design Load: HS 20, Features Intersected: Reader Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $131,000, Total Project Cost: $315,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52A088, Location: 0.25 mi. North jct CR54/1 (Lat: 39.560981, Lng: -80.726239), Route carried "on" structure: County highway 54, Year Built: 1964, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: Crow Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 86.2 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $295,000, Total Project Cost: $599,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 52A088, Location: 0.25 mi. North jct CR54/1 (Lat: 39.560981, Lng: -80.726239), Route carried "on" structure: County highway 54, Year Built: 1964, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 61 (year 2039), Features Intersected: Crow Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 86.2 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $295,000, Total Project Cost: $599,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 52A12, Location: 0.01 mi. South jct WV20 (Lat: 39.570500, Lng: -80.732961), Route carried "on" structure: County highway 48, Year Built: 1997, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,233 (year 2040), Design Load: HS 25 or greater, Features Intersected: Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $130,000, Total Project Cost: $266,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A12, Location: 0.01 mi. South jct WV20 (Lat: 39.570500, Lng: -80.732961), Route carried "on" structure: County highway 48, Year Built: 1997, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,233 (year 2040), Design Load: HS 25 or greater, Features Intersected: Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $130,000, Total Project Cost: $266,000 ( Estimate for 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: 52A13, Location: 0.35 mi. South jct CR 50 (Lat: 39.559900, Lng: -80.737200), Route carried "on" structure: County highway 48, Year Built: 2002, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 122 (year 2039), Design Load: HS 25 or greater, Features Intersected: Brush Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 52A13, Location: 0.35 mi. South jct CR 50 (Lat: 39.559900, Lng: -80.737200), Route carried "on" structure: County highway 48, Year Built: 2002, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 122 (year 2039), Design Load: HS 25 or greater, Features Intersected: Brush Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 52A146, Location: 0.01 Mi. South Jct. CR 52 (Lat: 39.569850, Lng: -80.727911), Route carried "on" structure: State highway 20, Year Built: 2008, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,716 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 5,202 (year 2037), Design Load: HL 93, Features Intersected: Reader Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A146, Location: 0.01 Mi. South Jct. CR 52 (Lat: 39.569850, Lng: -80.727911), Route carried "on" structure: State highway 20, Year Built: 2008, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,716 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 5,202 (year 2037), Design Load: HL 93, Features Intersected: Reader Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.235, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, 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: 52A163, Location: 0.63 mi. East jct CR 38 (Lat: 39.605100, Lng: -80.771669), Route carried "on" structure: State highway 7, Year Built: 2017, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Design Load: HL 93, Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 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-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A163, Location: 0.63 mi. East jct CR 38 (Lat: 39.605100, Lng: -80.771669), Route carried "on" structure: State highway 7, Year Built: 2017, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,800 (year 2039), Design Load: HL 93, Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 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-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52A167, Location: 0.12 mil. South jct WV 7 (Lat: 39.602761, Lng: -80.780569), Route carried "on" structure: County highway 38, Year Built: 2012, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 122 (year 2039), Design Load: HL 93, Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52A167, Location: 0.12 mil. South jct WV 7 (Lat: 39.602761, Lng: -80.780569), Route carried "on" structure: County highway 38, Year Built: 2012, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 122 (year 2039), Design Load: HL 93, Features Intersected: Little Fishing Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52A117, Location: 0.09 mi. South jct WV 20 (Lat: 39.589350, Lng: -80.780181), Route carried "under" structure: County highway 39, Year Built: 1900, Structure Length: 0. m, Features Intersected: CR 39 & Fishing Creek, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.145, Lanes under structure: 2, Length of Maximum Span: 11.1m (36.4ft)
Structure Number: 52A117, Location: 0.09 mi. South jct WV 20 (Lat: 39.589350, Lng: -80.780181), Route carried "under" structure: County highway 39, Year Built: 1900, Structure Length: 0. m, Features Intersected: CR 39 & Fishing Creek, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.145, Lanes under structure: 2, Length of Maximum Span: 11.1m (36.4ft)