Bridge Statistics for Massanutten, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 171ft / 51.9mTotal length
- $1,325,000Total costs
- 59,332Total average daily traffic
- 3,109Total average daily truck traffic
- 72,834Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Massanutten
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 31940-1949
- 41960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 6.3%Excellent
- 43.8%Very good
- 12.5%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 6.3%Excellent
- 43.8%Very good
- 12.5%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 52.9%Very good
- 23.5%Good
- 23.5%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Satisfactory
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Structure Number: 15777, Location: 0.26 RT 996 - 0.23 RT 644 (Lat: 38.384375, Lng: -78.710397), Route carried "on" structure: US 33, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 9,612 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.888, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $247,000, Total Project Cost: $274,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 15777, Location: 0.26 RT 996 - 0.23 RT 644 (Lat: 38.384375, Lng: -78.710397), Route carried "on" structure: US 33, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 9,612 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.888, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $247,000, Total Project Cost: $274,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 15778, Location: 0.26 RT 996 - 0.23 RT 644 (Lat: 38.384281, Lng: -78.710072), Route carried "on" structure: US 33, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 9,612 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $246,000, Total Project Cost: $274,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 15778, Location: 0.26 RT 996 - 0.23 RT 644 (Lat: 38.384281, Lng: -78.710072), Route carried "on" structure: US 33, Year Built: 1967, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 9,612 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $246,000, Total Project Cost: $274,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 15779, Location: 0.14 RT 647 - 0.02 RT 991 (Lat: 38.373553, Lng: -78.735092), Route carried "on" structure: US 33, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,240 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 23,178 (year 2040), Design Load: HS 20, Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.363, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020
Structure Number: 15779, Location: 0.14 RT 647 - 0.02 RT 991 (Lat: 38.373553, Lng: -78.735092), Route carried "on" structure: US 33, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20,240 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 23,178 (year 2040), Design Load: HS 20, Features Intersected: STONY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.363, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020
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Structure Number: 15889, Location: 0.90 RT 754 - 0.10 RT 649 (Lat: 38.350906, Lng: -78.691150), Route carried "on" structure: US 340, Year Built: 1942, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,178 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,496 (year 2040), Design Load: H 15, Features Intersected: TWO MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $28,000, Total Project Cost: $32,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15889, Location: 0.90 RT 754 - 0.10 RT 649 (Lat: 38.350906, Lng: -78.691150), Route carried "on" structure: US 340, Year Built: 1942, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,178 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,496 (year 2040), Design Load: H 15, Features Intersected: TWO MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $28,000, Total Project Cost: $32,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1589, Location: 5.00 RT 708 - 0.11 RT 754 (Lat: 38.343050, Lng: -78.706797), Route carried "on" structure: US 340, Year Built: 1941, Year Reconstructed: 2006, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,178 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,496 (year 2040), Design Load: HS 20+Mod, Features Intersected: ONE MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1589, Location: 5.00 RT 708 - 0.11 RT 754 (Lat: 38.343050, Lng: -78.706797), Route carried "on" structure: US 340, Year Built: 1941, Year Reconstructed: 2006, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,178 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,496 (year 2040), Design Load: HS 20+Mod, Features Intersected: ONE MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 15891, Location: 4.02 RT 708 - 1.09 RT 754 (Lat: 38.332589, Lng: -78.718058), Route carried "on" structure: US 340, Year Built: 1941, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,178 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,496 (year 2040), Design Load: H 15, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $30,000, Total Project Cost: $365,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 15891, Location: 4.02 RT 708 - 1.09 RT 754 (Lat: 38.332589, Lng: -78.718058), Route carried "on" structure: US 340, Year Built: 1941, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,178 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,496 (year 2040), Design Load: H 15, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $30,000, Total Project Cost: $365,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 15969, Location: 0.22 RT 718 - 0.01 RT 724 (Lat: 38.466328, Lng: -78.765736), Route carried "on" structure: County highway 620, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 641 (year 2015), Average Future Daily Traffic: 870 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB SMITH CREEK, Facility Carried by Structure: MOUNTAIN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.902, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 15969, Location: 0.22 RT 718 - 0.01 RT 724 (Lat: 38.466328, Lng: -78.765736), Route carried "on" structure: County highway 620, Year Built: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 641 (year 2015), Average Future Daily Traffic: 870 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB SMITH CREEK, Facility Carried by Structure: MOUNTAIN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.902, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 15999, Location: 0.47 TO 650 - 0.01 TO 642 (Lat: 38.354722, Lng: -78.695281), Route carried "on" structure: County highway 649, Year Built: 1967, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 3,519 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,871 (year 2040), Design Load: HS 20+Mod, Features Intersected: S F SHENANDOAH RIVER, Facility Carried by Structure: ISLAND FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 15999, Location: 0.47 TO 650 - 0.01 TO 642 (Lat: 38.354722, Lng: -78.695281), Route carried "on" structure: County highway 649, Year Built: 1967, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 3,519 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,871 (year 2040), Design Load: HS 20+Mod, Features Intersected: S F SHENANDOAH RIVER, Facility Carried by Structure: ISLAND FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 16003, Location: 0.50 RT 672 - 1.10 RT 650 (Lat: 38.349353, Lng: -78.756575), Route carried "on" structure: County highway 652, Year Built: 1988, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 288 (year 2018), Average Future Daily Traffic: 305 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUB RUN, Facility Carried by Structure: THREE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16003, Location: 0.50 RT 672 - 1.10 RT 650 (Lat: 38.349353, Lng: -78.756575), Route carried "on" structure: County highway 652, Year Built: 1988, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 288 (year 2018), Average Future Daily Traffic: 305 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUB RUN, Facility Carried by Structure: THREE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16018, Location: 0.45 RT 652 - 0.55 RT 655 (Lat: 38.356761, Lng: -78.774550), Route carried "on" structure: County highway 672, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 914 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,130 (year 2040), Design Load: HL 93, Features Intersected: CUB RUN, Facility Carried by Structure: PINEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.824, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16018, Location: 0.45 RT 652 - 0.55 RT 655 (Lat: 38.356761, Lng: -78.774550), Route carried "on" structure: County highway 672, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 914 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,130 (year 2040), Design Load: HL 93, Features Intersected: CUB RUN, Facility Carried by Structure: PINEVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.824, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16068, Location: 2.35 RT 723 - 0.02 RT 868 (Lat: 38.496831, Lng: -78.728356), Route carried "on" structure: County highway 722, Year Built: 1975, Year Reconstructed: 2010, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 315 (year 2015), Average Future Daily Traffic: 389 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOUNTAIN RUN, Facility Carried by Structure: ARMENTROUT PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.0 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $45,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 16068, Location: 2.35 RT 723 - 0.02 RT 868 (Lat: 38.496831, Lng: -78.728356), Route carried "on" structure: County highway 722, Year Built: 1975, Year Reconstructed: 2010, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 315 (year 2015), Average Future Daily Traffic: 389 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOUNTAIN RUN, Facility Carried by Structure: ARMENTROUT PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.0 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $9,000, Total Project Cost: $45,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 16252, Location: 0.60 RT 641 - 0.50 RT 996 (Lat: 38.368314, Lng: -78.726297), Route carried "on" structure: County highway 991, Year Built: 1935, Year Reconstructed: 2020, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 428 (year 2018), Average Future Daily Traffic: 442 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONY RUN, Facility Carried by Structure: JACOB BURNER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 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 corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $16,000, Total Project Cost: $190,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 16252, Location: 0.60 RT 641 - 0.50 RT 996 (Lat: 38.368314, Lng: -78.726297), Route carried "on" structure: County highway 991, Year Built: 1935, Year Reconstructed: 2020, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 428 (year 2018), Average Future Daily Traffic: 442 (year 2040), Design Load: HS 20+Mod, Features Intersected: STONY RUN, Facility Carried by Structure: JACOB BURNER LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 67.1 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 corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $16,000, Total Project Cost: $190,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 16261, Location: 0.02 RT 991 - 0.20 RT 647 (Lat: 38.371206, Lng: -78.732711), Route carried "on" structure: County highway 996, Year Built: 1934, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,725 (year 2020), Average Future Daily Traffic: 1,898 (year 2040), Design Load: H 15, Features Intersected: STONY RUN, Facility Carried by Structure: MCGAHEYSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16261, Location: 0.02 RT 991 - 0.20 RT 647 (Lat: 38.371206, Lng: -78.732711), Route carried "on" structure: County highway 996, Year Built: 1934, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,725 (year 2020), Average Future Daily Traffic: 1,898 (year 2040), Design Load: H 15, Features Intersected: STONY RUN, Facility Carried by Structure: MCGAHEYSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24052, Location: 0.25 RT 650 - 0.50 RT 843 (Lat: 38.345108, Lng: -78.731428), Route carried "on" structure: County highway 651, Year Built: 1994, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 719 (year 2015), Average Future Daily Traffic: 1,078 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUB RUN, Facility Carried by Structure: POWER DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 24052, Location: 0.25 RT 650 - 0.50 RT 843 (Lat: 38.345108, Lng: -78.731428), Route carried "on" structure: County highway 651, Year Built: 1994, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 719 (year 2015), Average Future Daily Traffic: 1,078 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUB RUN, Facility Carried by Structure: POWER DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 2428, Location: 0.44 RT 644N-1.00 RT 644S (Lat: 38.405089, Lng: -78.699772), Route carried "on" structure: County highway 646, Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 161 (year 2018), Average Future Daily Traffic: 197 (year 2040), Design Load: HS 20, Features Intersected: QUAIL RUN, Facility Carried by Structure: BLOOMER SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 2428, Location: 0.44 RT 644N-1.00 RT 644S (Lat: 38.405089, Lng: -78.699772), Route carried "on" structure: County highway 646, Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 161 (year 2018), Average Future Daily Traffic: 197 (year 2040), Design Load: HS 20, Features Intersected: QUAIL RUN, Facility Carried by Structure: BLOOMER SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 2646, Location: 1.00 DEAD END-0.40 RT 754 (Lat: 38.338881, Lng: -78.700664), Route carried "on" structure: County highway 892, Year Built: 1999, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 322 (year 2018), Average Future Daily Traffic: 353 (year 2040), Design Load: HS 20+Mod, Features Intersected: ONE MILE RUN, Facility Carried by Structure: MOUNTAIN FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 2646, Location: 1.00 DEAD END-0.40 RT 754 (Lat: 38.338881, Lng: -78.700664), Route carried "on" structure: County highway 892, Year Built: 1999, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 322 (year 2018), Average Future Daily Traffic: 353 (year 2040), Design Load: HS 20+Mod, Features Intersected: ONE MILE RUN, Facility Carried by Structure: MOUNTAIN FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 27341, Location: 0.40 RT 651 - 1.20 RT 649 (Lat: 38.339189, Lng: -78.723828), Route carried "on" structure: County highway 650, Year Built: 2002, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 664 (year 2015), Average Future Daily Traffic: 996 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUB RUN, Facility Carried by Structure: POWER DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 27341, Location: 0.40 RT 651 - 1.20 RT 649 (Lat: 38.339189, Lng: -78.723828), Route carried "on" structure: County highway 650, Year Built: 2002, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 664 (year 2015), Average Future Daily Traffic: 996 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUB RUN, Facility Carried by Structure: POWER DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 30856, Location: 0.10 RT 991 - 1.00 RT 843 (Lat: 38.360283, Lng: -78.720042), Route carried "on" structure: County highway 641, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 543 (year 2018), Average Future Daily Traffic: 598 (year 2040), Design Load: HL 93, Features Intersected: STONY RUN, Facility Carried by Structure: CAVE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 30856, Location: 0.10 RT 991 - 1.00 RT 843 (Lat: 38.360283, Lng: -78.720042), Route carried "on" structure: County highway 641, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 543 (year 2018), Average Future Daily Traffic: 598 (year 2040), Design Load: HL 93, Features Intersected: STONY RUN, Facility Carried by Structure: CAVE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 31234, Location: 0.80 RT 649 - 1.48 RT 651 (Lat: 38.349558, Lng: -78.707469), Route carried "on" structure: County highway 650, Year Built: 2018, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 95 (year 2014), Average Future Daily Traffic: 125 (year 2035), Design Load: HS 20+Mod, Features Intersected: STONY RUN, Facility Carried by Structure: POWER DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $5,000, Total Project Cost: $60,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Other
Structure Number: 31234, Location: 0.80 RT 649 - 1.48 RT 651 (Lat: 38.349558, Lng: -78.707469), Route carried "on" structure: County highway 650, Year Built: 2018, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 95 (year 2014), Average Future Daily Traffic: 125 (year 2035), Design Load: HS 20+Mod, Features Intersected: STONY RUN, Facility Carried by Structure: POWER DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $5,000, Total Project Cost: $60,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Other