Bridge Statistics for Wolf Summit, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 148ft / 45.0mTotal length
- $5,068,000Total costs
- 32,460Total average daily traffic
- 2,260Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wolf Summit
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11910-1919
- 51920-1929
- 21960-1969
- 11970-1979
- 51980-1989
- 31990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 20.0%Satisfactory
- 30.0%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 47.6%Good
- 4.8%Satisfactory
- 19.0%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 65.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- 5.0%Poor
- Bridge Condition - Channel
- 4.8%Excellent
- 28.6%Very good
- 33.3%Good
- 19.0%Satisfactory
- 14.3%Fair
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Structure Number: 17A014, Location: 0.33 MI NORTH US RT 50 (Lat: 39.292611, Lng: -80.486469), Route carried "on" structure: County highway 500, Year Built: 1922, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $208,000, Total Project Cost: $557,000 ( Estimate for 2020)
Structure Number: 17A014, Location: 0.33 MI NORTH US RT 50 (Lat: 39.292611, Lng: -80.486469), Route carried "on" structure: County highway 500, Year Built: 1922, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $208,000, Total Project Cost: $557,000 ( Estimate for 2020)
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Structure Number: 17A015, Location: 0.44 MI NORTH US RT 50 (Lat: 39.293739, Lng: -80.487469), Route carried "on" structure: County highway 500, Year Built: 1922, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $244,000, Total Project Cost: $657,000 ( Estimate for 2020)
Structure Number: 17A015, Location: 0.44 MI NORTH US RT 50 (Lat: 39.293739, Lng: -80.487469), Route carried "on" structure: County highway 500, Year Built: 1922, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $244,000, Total Project Cost: $657,000 ( Estimate for 2020)
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Structure Number: 17A017, Location: 0.01 MI NORTH CO RT 7/2 (Lat: 39.322250, Lng: -80.466200), Route carried "on" structure: County highway 500, Year Built: 1920, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2038), Features Intersected: GRASS RUN, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, 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 corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $141,000, Total Project Cost: $392,000 ( Estimate for 2020)
Structure Number: 17A017, Location: 0.01 MI NORTH CO RT 7/2 (Lat: 39.322250, Lng: -80.466200), Route carried "on" structure: County highway 500, Year Built: 1920, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2038), Features Intersected: GRASS RUN, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, 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 corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $141,000, Total Project Cost: $392,000 ( Estimate for 2020)
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Structure Number: 17A018, Location: 0.03 MI SOUTH CO RT 22 (Lat: 39.340450, Lng: -80.445239), Route carried "on" structure: County highway 500, Year Built: 1988, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 205 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CAMP RUN, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.077, 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: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A018, Location: 0.03 MI SOUTH CO RT 22 (Lat: 39.340450, Lng: -80.445239), Route carried "on" structure: County highway 500, Year Built: 1988, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 205 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CAMP RUN, Facility Carried by Structure: HARRISON CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.077, 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: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A025, Location: 0.30 MI WEST CO RT 5 (Lat: 39.316239, Lng: -80.486900), Route carried "on" structure: County highway 507, Year Built: 1924, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2038), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $294,000, Total Project Cost: $763,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17A025, Location: 0.30 MI WEST CO RT 5 (Lat: 39.316239, Lng: -80.486900), Route carried "on" structure: County highway 507, Year Built: 1924, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2038), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $294,000, Total Project Cost: $763,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A031, Location: 0.11 MI WEST HARR CO 5 (Lat: 39.300881, Lng: -80.485650), Route carried "on" structure: County highway 509, Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A031, Location: 0.11 MI WEST HARR CO 5 (Lat: 39.300881, Lng: -80.485650), Route carried "on" structure: County highway 509, Year Built: 1996, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A032, Location: 0.01 MI WEST CO RT 5 (Lat: 39.305419, Lng: -80.480381), Route carried "on" structure: County highway 529, Year Built: 1891, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 13 (year 2041), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CR 5/29
Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber
Structure Number: 17A032, Location: 0.01 MI WEST CO RT 5 (Lat: 39.305419, Lng: -80.480381), Route carried "on" structure: County highway 529, Year Built: 1891, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 13 (year 2041), Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CR 5/29
Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.8m (12.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber
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Structure Number: 17A044, Location: 0.02 MI EAST HARR CO RT 5 (Lat: 39.321681, Lng: -80.465389), Route carried "on" structure: County highway 702, Year Built: 1989, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 7/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A044, Location: 0.02 MI EAST HARR CO RT 5 (Lat: 39.321681, Lng: -80.465389), Route carried "on" structure: County highway 702, Year Built: 1989, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 7/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A045, Location: 0.04 MI EAST CO RT 7/6 (Lat: 39.321661, Lng: -80.464981), Route carried "on" structure: County highway 702, Year Built: 1918, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Features Intersected: NEW CREEK, Facility Carried by Structure: HARRISON CO 7/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $204,000, Total Project Cost: $523,000 ( Estimate for 2021)
Structure Number: 17A045, Location: 0.04 MI EAST CO RT 7/6 (Lat: 39.321661, Lng: -80.464981), Route carried "on" structure: County highway 702, Year Built: 1918, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Features Intersected: NEW CREEK, Facility Carried by Structure: HARRISON CO 7/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $204,000, Total Project Cost: $523,000 ( Estimate for 2021)
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Structure Number: 17A12, Location: 0.01 MI EAST CO RT 5 (Lat: 39.340600, Lng: -80.444831), Route carried "on" structure: County highway 2200, Year Built: 1986, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A12, Location: 0.01 MI EAST CO RT 5 (Lat: 39.340600, Lng: -80.444831), Route carried "on" structure: County highway 2200, Year Built: 1986, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A128, Location: 0.06 MI WEST CO RT 22/1 (Lat: 39.338950, Lng: -80.430450), Route carried "on" structure: County highway 2200, Year Built: 1986, Status: Open, Structure Length: 3.24m (10.63ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A128, Location: 0.06 MI WEST CO RT 22/1 (Lat: 39.338950, Lng: -80.430450), Route carried "on" structure: County highway 2200, Year Built: 1986, Status: Open, Structure Length: 3.24m (10.63ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 725 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A163, Location: 0.08 MI SOUTH CO RT 31/4 (Lat: 39.229389, Lng: -80.488011), Route carried "on" structure: County highway 3100, Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 775 (year 2038), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.860, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A163, Location: 0.08 MI SOUTH CO RT 31/4 (Lat: 39.229389, Lng: -80.488011), Route carried "on" structure: County highway 3100, Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 775 (year 2038), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.860, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A164, Location: 0.05 MI NORTH CO RT 33/1 (Lat: 39.262969, Lng: -80.485889), Route carried "on" structure: County highway 3100, Year Built: 1976, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,125 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A164, Location: 0.05 MI NORTH CO RT 33/1 (Lat: 39.262969, Lng: -80.485889), Route carried "on" structure: County highway 3100, Year Built: 1976, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,125 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A165, Location: 0.84 MI NORTH CO RT 31/1 (Lat: 39.276031, Lng: -80.488700), Route carried "on" structure: County highway 3100, Year Built: 1986, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,125 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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: 15.4m (50.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A165, Location: 0.84 MI NORTH CO RT 31/1 (Lat: 39.276031, Lng: -80.488700), Route carried "on" structure: County highway 3100, Year Built: 1986, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,125 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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: 15.4m (50.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A187, Location: 0.03 MI WEST CO RT 5 (Lat: 39.289250, Lng: -80.490211), Route carried "on" structure: US 5000, Year Built: 1966, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 12,450 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,300 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: US ROUTE 50 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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: 11.9m (39.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,097,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17A187, Location: 0.03 MI WEST CO RT 5 (Lat: 39.289250, Lng: -80.490211), Route carried "on" structure: US 5000, Year Built: 1966, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 12,450 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,300 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: US ROUTE 50 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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: 11.9m (39.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,097,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A189, Location: 0.03 MI WEST CO RT 5 (Lat: 39.289400, Lng: -80.490231), Route carried "on" structure: US 5000, Year Built: 1966, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 12,450 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,300 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: US ROUTE 50 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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: 11.9m (39.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $817,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,079,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17A189, Location: 0.03 MI WEST CO RT 5 (Lat: 39.289400, Lng: -80.490231), Route carried "on" structure: US 5000, Year Built: 1966, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 12,450 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,300 (year 2038), Design Load: HS 20, Features Intersected: TENMILE CREEK, Facility Carried by Structure: US ROUTE 50 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.785, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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: 11.9m (39.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 70.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $817,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,079,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A301, Location: 0.42 MI WEST HRR CO RT 5 (Lat: 39.304711, Lng: -80.486950), Route carried "on" structure: County highway 509, Year Built: 1998, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: SALEM FORK, Facility Carried by Structure: HARR CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 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: 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 48 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A301, Location: 0.42 MI WEST HRR CO RT 5 (Lat: 39.304711, Lng: -80.486950), Route carried "on" structure: County highway 509, Year Built: 1998, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: SALEM FORK, Facility Carried by Structure: HARR CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 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: 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 48 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A312, Location: 0.72 MI WEST CO RT 5 (Lat: 39.304781, Lng: -80.492000), Route carried "on" structure: County highway 509, Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2037), Design Load: HS 25 or greater, Features Intersected: SALEM FORK, Facility Carried by Structure: HARRISON CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A312, Location: 0.72 MI WEST CO RT 5 (Lat: 39.304781, Lng: -80.492000), Route carried "on" structure: County highway 509, Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2037), Design Load: HS 25 or greater, Features Intersected: SALEM FORK, Facility Carried by Structure: HARRISON CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A32, Location: 0.02 MI WEST HRR CO RT 31 (Lat: 39.233650, Lng: -80.487819), Route carried "on" structure: County highway 2800, Year Built: 2003, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 140 (year 2041), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A32, Location: 0.02 MI WEST HRR CO RT 31 (Lat: 39.233650, Lng: -80.487819), Route carried "on" structure: County highway 2800, Year Built: 2003, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 140 (year 2041), Design Load: HS 25 or greater, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARRISON CO RT 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A326, Location: 1.11 MI WEST CO RT 5 (Lat: 39.308789, Lng: -80.495089), Route carried "on" structure: County highway 509, Year Built: 2005, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: SALEM FORK, Facility Carried by Structure: HARRISON CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A326, Location: 1.11 MI WEST CO RT 5 (Lat: 39.308789, Lng: -80.495089), Route carried "on" structure: County highway 509, Year Built: 2005, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: HS 25 or greater, Features Intersected: SALEM FORK, Facility Carried by Structure: HARRISON CO RT 5/9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A342, Location: 0.16 MI. N. HAR CO RT 5/7 (Lat: 39.315811, Lng: -80.479419), Route carried "on" structure: County highway 500, Year Built: 2010, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2038), Design Load: HL 93, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARR CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 29.9m (98.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A342, Location: 0.16 MI. N. HAR CO RT 5/7 (Lat: 39.315811, Lng: -80.479419), Route carried "on" structure: County highway 500, Year Built: 2010, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2038), Design Load: HL 93, Features Intersected: TENMILE CREEK, Facility Carried by Structure: HARR CO RT 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 29.9m (98.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A013, Location: 0.04 MI NORTH US ROUTE 50 (Lat: 39.290039, Lng: -80.490269), Route carried "under" structure: County highway 500, Year Built: 1922, Structure Length: 0. m, Average Daily Traffic: 550 (year 2019), Truck Traffic: 7%, Features Intersected: RAILS TO TRAILS, Facility Carried by Structure: RAILS TO TRAILS
Minimum Vertical Clearance: 11.84m (38.85ft), Kilometerpoint: 0.064, Lanes under structure: 2, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 17A013, Location: 0.04 MI NORTH US ROUTE 50 (Lat: 39.290039, Lng: -80.490269), Route carried "under" structure: County highway 500, Year Built: 1922, Structure Length: 0. m, Average Daily Traffic: 550 (year 2019), Truck Traffic: 7%, Features Intersected: RAILS TO TRAILS, Facility Carried by Structure: RAILS TO TRAILS
Minimum Vertical Clearance: 11.84m (38.85ft), Kilometerpoint: 0.064, Lanes under structure: 2, Length of Maximum Span: 18.9m (62.0ft)