Bridge Statistics for Grant Town, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 85ft / 26.1mTotal length
- $2,629,000Total costs
- 7,125Total average daily traffic
- 588Total average daily truck traffic
- 9,490Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Grant Town
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11940-1949
- 51980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 55.6%Good
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 7.7%Very good
- 53.8%Good
- 7.7%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 38.5%Good
- 30.8%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 38.5%Good
- 38.5%Satisfactory
- 15.4%Poor
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Structure Number: 25A035, Location: 0.01 MI WEST CO RT 17 (Lat: 39.545589, Lng: -80.151161), Route carried "on" structure: County highway 1718, Year Built: 1925, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 60 (year 2039), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 17/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $241,000, Total Project Cost: $604,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25A035, Location: 0.01 MI WEST CO RT 17 (Lat: 39.545589, Lng: -80.151161), Route carried "on" structure: County highway 1718, Year Built: 1925, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 60 (year 2039), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 17/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $241,000, Total Project Cost: $604,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25A036, Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.557689, Lng: -80.183469), Route carried "on" structure: County highway 1719, Year Built: 1982, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MAR CO RT 17/19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A036, Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.557689, Lng: -80.183469), Route carried "on" structure: County highway 1719, Year Built: 1982, Status: Open, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MAR CO RT 17/19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A038, Location: 0.20 MI EAST CO RT 17/9 (Lat: 39.550750, Lng: -80.164631), Route carried "on" structure: County highway 1700, Year Built: 1985, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2038), Design Load: HS 20, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.601, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A038, Location: 0.20 MI EAST CO RT 17/9 (Lat: 39.550750, Lng: -80.164631), Route carried "on" structure: County highway 1700, Year Built: 1985, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,100 (year 2038), Design Load: HS 20, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.601, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 25A066, Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.563089, Lng: -80.195111), Route carried "on" structure: County highway 2100, Year Built: 1925, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,325 (year 2038), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $292,000, Total Project Cost: $753,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25A066, Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.563089, Lng: -80.195111), Route carried "on" structure: County highway 2100, Year Built: 1925, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,325 (year 2038), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $292,000, Total Project Cost: $753,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25A068, Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.572150, Lng: -80.214539), Route carried "on" structure: County highway 2400, Year Built: 1949, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 125 (year 2041), Design Load: HS 15, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $68,000, Total Project Cost: $464,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25A068, Location: 0.02 MI SOUTH CO RT 17 (Lat: 39.572150, Lng: -80.214539), Route carried "on" structure: County highway 2400, Year Built: 1949, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 125 (year 2041), Design Load: HS 15, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $68,000, Total Project Cost: $464,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25A07, Location: 0.01 MI NORTH CO RT 25/5 (Lat: 39.573111, Lng: -80.153581), Route carried "on" structure: County highway 2500, Year Built: 1920, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 450 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 550 (year 2039), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $172,000, Total Project Cost: $474,000 ( Estimate for 2021)
Structure Number: 25A07, Location: 0.01 MI NORTH CO RT 25/5 (Lat: 39.573111, Lng: -80.153581), Route carried "on" structure: County highway 2500, Year Built: 1920, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 450 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 550 (year 2039), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $172,000, Total Project Cost: $474,000 ( Estimate for 2021)
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Structure Number: 25A073, Location: 0.19 MI SOUTH CO RT 25/1 (Lat: 39.605000, Lng: -80.171339), Route carried "on" structure: County highway 2500, Year Built: 1984, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 425 (year 2038), Design Load: HS 20, Features Intersected: LITTLE PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A073, Location: 0.19 MI SOUTH CO RT 25/1 (Lat: 39.605000, Lng: -80.171339), Route carried "on" structure: County highway 2500, Year Built: 1984, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 425 (year 2038), Design Load: HS 20, Features Intersected: LITTLE PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A217, Location: 0.01 MI NORTH CO RT 25/3 (Lat: 39.585161, Lng: -80.162900), Route carried "on" structure: County highway 2500, Year Built: 1992, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 325 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 400 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHUNK RUN, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $75,000, Total Project Cost: $334,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A217, Location: 0.01 MI NORTH CO RT 25/3 (Lat: 39.585161, Lng: -80.162900), Route carried "on" structure: County highway 2500, Year Built: 1992, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 325 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 400 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHUNK RUN, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $75,000, Total Project Cost: $334,000 ( Estimate for 2019), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A258, Location: 0.02 MI SOUTH MRN CO 17 (Lat: 39.549381, Lng: -80.154231), Route carried "on" structure: County highway 1733, Year Built: 2007, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 75 (year 2041), Design Load: Greater than HL93, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MRN CO RT 17/33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A258, Location: 0.02 MI SOUTH MRN CO 17 (Lat: 39.549381, Lng: -80.154231), Route carried "on" structure: County highway 1733, Year Built: 2007, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 75 (year 2041), Design Load: Greater than HL93, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MRN CO RT 17/33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A259, Location: 0.04 MI SOUTH CO RT 25/3 (Lat: 39.584500, Lng: -80.163300), Route carried "on" structure: County highway 2500, Year Built: 2007, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 550 (year 2041), Design Load: HL 93, Features Intersected: LITTLE PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25A259, Location: 0.04 MI SOUTH CO RT 25/3 (Lat: 39.584500, Lng: -80.163300), Route carried "on" structure: County highway 2500, Year Built: 2007, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 550 (year 2041), Design Load: HL 93, Features Intersected: LITTLE PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25A262, Location: 0.07 MI WEST MRN CO 17/9 (Lat: 39.552400, Lng: -80.167200), Route carried "on" structure: County highway 1700, Year Built: 2008, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,650 (year 2041), Design Load: HL 93, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A262, Location: 0.07 MI WEST MRN CO 17/9 (Lat: 39.552400, Lng: -80.167200), Route carried "on" structure: County highway 1700, Year Built: 2008, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 1,700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,650 (year 2041), Design Load: HL 93, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: MARION CO RT 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31A085, Location: 0.03 MI WEST CO RT 37 (Lat: 39.605289, Lng: -80.125381), Route carried "on" structure: County highway 3500, Year Built: 1986, Status: Posted for load, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY ROUTE 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Wood or Timber
Structure Number: 31A085, Location: 0.03 MI WEST CO RT 37 (Lat: 39.605289, Lng: -80.125381), Route carried "on" structure: County highway 3500, Year Built: 1986, Status: Posted for load, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY ROUTE 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Wood or Timber
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Structure Number: 31A096, Location: 0.01 MI WEST CO RT 37 (Lat: 39.599681, Lng: -80.123739), Route carried "on" structure: County highway 3707, Year Built: 1986, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 70 (year 2039), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY ROUTE 37/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed 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: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31A096, Location: 0.01 MI WEST CO RT 37 (Lat: 39.599681, Lng: -80.123739), Route carried "on" structure: County highway 3707, Year Built: 1986, Status: Posted for load, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 70 (year 2039), Design Load: HS 20, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY ROUTE 37/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed 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: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing