Bridge Statistics for Cross Lanes, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 92ft / 27.8mTotal length
- $950,000Total costs
- 62,586Total average daily traffic
- 12,051Total average daily truck traffic
- 76,264Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cross Lanes
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 31980-1989
- 61990-1999
- 22020-2022
- Bridge Condition - Deck
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Serious
- Bridge Condition - Substructure
- 36.4%Very good
- 45.5%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
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Structure Number: 20A013, Location: 0.01 MI N OF WV 622 (Lat: 38.455419, Lng: -81.723231), Route carried "on" structure: County highway 705, Year Built: 1993, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 610 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROCKY FORK OF POCA RIVER, Facility Carried by Structure: COUNTY ROAD 7/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A013, Location: 0.01 MI N OF WV 622 (Lat: 38.455419, Lng: -81.723231), Route carried "on" structure: County highway 705, Year Built: 1993, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 610 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROCKY FORK OF POCA RIVER, Facility Carried by Structure: COUNTY ROAD 7/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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: November 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A014, Location: 0.04 MI S OF CR 21/10 (Lat: 38.439431, Lng: -81.716150), Route carried "on" structure: County highway 78, Year Built: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 427 (year 2039), Design Load: HS 20+Mod, Features Intersected: FISHER BRANCH, Facility Carried by Structure: CR 7/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A014, Location: 0.04 MI S OF CR 21/10 (Lat: 38.439431, Lng: -81.716150), Route carried "on" structure: County highway 78, Year Built: 1989, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 427 (year 2039), Design Load: HS 20+Mod, Features Intersected: FISHER BRANCH, Facility Carried by Structure: CR 7/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A295, Location: 0.17 MI N OF CR 7/9 (Lat: 38.443081, Lng: -81.726981), Route carried "on" structure: State highway 622, Year Built: 1988, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,996 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.990, 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: 2, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A295, Location: 0.17 MI N OF CR 7/9 (Lat: 38.443081, Lng: -81.726981), Route carried "on" structure: State highway 622, Year Built: 1988, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,996 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.990, 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: 2, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A299, Location: 0.01 MI N OF WV 622 (Lat: 38.471431, Lng: -81.716989), Route carried "on" structure: County highway 703, Year Built: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 101 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 123 (year 2037), Design Load: HS 25 or greater, Features Intersected: POCATALICO RIVER, Facility Carried by Structure: COUNTY ROUTE 7/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A299, Location: 0.01 MI N OF WV 622 (Lat: 38.471431, Lng: -81.716989), Route carried "on" structure: County highway 703, Year Built: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 101 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 123 (year 2037), Design Load: HS 25 or greater, Features Intersected: POCATALICO RIVER, Facility Carried by Structure: COUNTY ROUTE 7/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A378, Location: 0.49 MI E OF WV 622 (Lat: 38.409289, Lng: -81.793431), Route carried "on" structure: Interstate 64, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 56,000 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 68,320 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.136, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000 ( Estimate for 2021)
Structure Number: 20A378, Location: 0.49 MI E OF WV 622 (Lat: 38.409289, Lng: -81.793431), Route carried "on" structure: Interstate 64, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 56,000 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 68,320 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.136, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000 ( Estimate for 2021)
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Structure Number: 20A564, Location: 0.09 MI E OF WV 622 (Lat: 38.431489, Lng: -81.737861), Route carried "on" structure: County highway 711, Year Built: 1980, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 24 (year 2038), Design Load: HS 20, Features Intersected: ROCKY FORK CREEK, Facility Carried by Structure: COUNTY ROUTE 7/11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20A564, Location: 0.09 MI E OF WV 622 (Lat: 38.431489, Lng: -81.737861), Route carried "on" structure: County highway 711, Year Built: 1980, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 24 (year 2038), Design Load: HS 20, Features Intersected: ROCKY FORK CREEK, Facility Carried by Structure: COUNTY ROUTE 7/11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20A676, Location: 0.08 MI S OF CR 5/3 (Lat: 38.425411, Lng: -81.752369), Route carried "on" structure: County highway 513, Year Built: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 122 (year 2039), Features Intersected: ROCKY FORK CREEK, Facility Carried by Structure: COUNTY ROUTE 5/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, 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: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20A676, Location: 0.08 MI S OF CR 5/3 (Lat: 38.425411, Lng: -81.752369), Route carried "on" structure: County highway 513, Year Built: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 122 (year 2039), Features Intersected: ROCKY FORK CREEK, Facility Carried by Structure: COUNTY ROUTE 5/13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, 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: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20A793, Location: 0.15 MI E OF CR 5/2 (Lat: 38.427061, Lng: -81.769511), Route carried "on" structure: Other road 9026, Year Built: 1990, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Features Intersected: ROCKY FORK, Facility Carried by Structure: HARP RD 902/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.1m (10.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20A793, Location: 0.15 MI E OF CR 5/2 (Lat: 38.427061, Lng: -81.769511), Route carried "on" structure: Other road 9026, Year Built: 1990, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Features Intersected: ROCKY FORK, Facility Carried by Structure: HARP RD 902/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.1m (10.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40A046, Location: 0.31 MI E OF CR 38/3 (Lat: 38.491731, Lng: -81.741239), Route carried "on" structure: County highway 3800, Year Built: 1993, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 205 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 267 (year 2037), Design Load: HS 25 or greater, Features Intersected: HARMONS CREEK, Facility Carried by Structure: CR 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40A046, Location: 0.31 MI E OF CR 38/3 (Lat: 38.491731, Lng: -81.741239), Route carried "on" structure: County highway 3800, Year Built: 1993, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 205 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 267 (year 2037), Design Load: HS 25 or greater, Features Intersected: HARMONS CREEK, Facility Carried by Structure: CR 38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40A108, Location: 0.04 MI W OF CR 38/3 (Lat: 38.487331, Lng: -81.740881), Route carried "on" structure: County highway 38, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,608 (year 2040), Design Load: HS 25 or greater, Features Intersected: HARMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40A108, Location: 0.04 MI W OF CR 38/3 (Lat: 38.487331, Lng: -81.740881), Route carried "on" structure: County highway 38, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,608 (year 2040), Design Load: HS 25 or greater, Features Intersected: HARMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40A171, Location: 0.03 MI N OF CR 31 (Lat: 38.476619, Lng: -81.736711), Route carried "on" structure: County highway 381, Year Built: 2020, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 122 (year 2040), Design Load: HL 93, Features Intersected: POCATALICO RIVER, Facility Carried by Structure: CR 38/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40A171, Location: 0.03 MI N OF CR 31 (Lat: 38.476619, Lng: -81.736711), Route carried "on" structure: County highway 381, Year Built: 2020, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 122 (year 2040), Design Load: HL 93, Features Intersected: POCATALICO RIVER, Facility Carried by Structure: CR 38/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40A172, Location: 0.01 MI W OF CR 38/1 (Lat: 38.483989, Lng: -81.739500), Route carried "on" structure: County highway 38, Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,620 (year 2040), Design Load: HL 93, Features Intersected: HARMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40A172, Location: 0.01 MI W OF CR 38/1 (Lat: 38.483989, Lng: -81.739500), Route carried "on" structure: County highway 38, Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,620 (year 2040), Design Load: HL 93, Features Intersected: HARMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing