Bridge Statistics for Nellysford, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 272ft / 83.4mTotal length
- $5,738,000Total costs
- 91,952Total average daily traffic
- 11,977Total average daily truck traffic
- 122,049Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Nellysford
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 11950-1959
- 81960-1969
- 51970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.6%Very good
- 50.0%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 22.2%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 16.7%Good
- 61.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 9.5%Very good
- 42.9%Good
- 14.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 40.0%Fair
- 20.0%Poor
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Structure Number: 3553, Location: .54 FR 657 & 1.02 TO 637 (Lat: 36.776328, Lng: -78.012728), Route carried "on" structure: US 1, Year Built: 1927, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20+Mod, Features Intersected: MEHERRIN RIVER, Facility Carried by Structure: NBL BOYDTON PLANK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3553, Location: .54 FR 657 & 1.02 TO 637 (Lat: 36.776328, Lng: -78.012728), Route carried "on" structure: US 1, Year Built: 1927, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 649 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 910 (year 2040), Design Load: HS 20+Mod, Features Intersected: MEHERRIN RIVER, Facility Carried by Structure: NBL BOYDTON PLANK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3631, Location: 5.03 FR 1 & 1.24 TO 630 (Lat: 36.881547, Lng: -77.817478), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 10,223 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,312 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3631, Location: 5.03 FR 1 & 1.24 TO 630 (Lat: 36.881547, Lng: -77.817478), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 10,223 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,312 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3632, Location: 3.36 FR 630 & 1.43 TO 712 (Lat: 36.925444, Lng: -77.755125), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 7.03m (23.06ft), Average Daily Traffic: 10,350 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,490 (year 2040), Design Load: HS 20+Mod, Features Intersected: WAQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 3632, Location: 3.36 FR 630 & 1.43 TO 712 (Lat: 36.925444, Lng: -77.755125), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 7.03m (23.06ft), Average Daily Traffic: 10,350 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,490 (year 2040), Design Load: HS 20+Mod, Features Intersected: WAQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3633, Location: 3.36 FR 630 & 1.4 TO 712 (Lat: 36.924961, Lng: -77.754528), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 10,232 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,325 (year 2040), Design Load: HS 20+Mod, Features Intersected: WAQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 3633, Location: 3.36 FR 630 & 1.4 TO 712 (Lat: 36.924961, Lng: -77.754528), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 10,232 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,325 (year 2040), Design Load: HS 20+Mod, Features Intersected: WAQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3634, Location: 1.22 FR 46 & 6.35 TO 630 (Lat: 36.850700, Lng: -77.895600), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 10,048 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,067 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.066, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3634, Location: 1.22 FR 46 & 6.35 TO 630 (Lat: 36.850700, Lng: -77.895600), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 10,048 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,067 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.066, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3636, Location: 0.12 FR.RAMP1; 3.3 R.AREA (Lat: 36.851456, Lng: -77.894300), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 10.22m (33.53ft), Average Daily Traffic: 9,947 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 13,926 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.178, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.15m (33.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $5,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3636, Location: 0.12 FR.RAMP1; 3.3 R.AREA (Lat: 36.851456, Lng: -77.894300), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 10.22m (33.53ft), Average Daily Traffic: 9,947 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 13,926 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.178, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.15m (33.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $5,000, Total Project Cost: $175,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3648, Location: 1.45 FR 616 & .9 TO 643 (Lat: 36.918914, Lng: -77.886056), Route carried "on" structure: County highway 606, Year Built: 1961, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 72 (year 2020), Average Future Daily Traffic: 79 (year 2040), Features Intersected: WAQUA CREEK, Facility Carried by Structure: MASONS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $25,000, Total Project Cost: $159,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3648, Location: 1.45 FR 616 & .9 TO 643 (Lat: 36.918914, Lng: -77.886056), Route carried "on" structure: County highway 606, Year Built: 1961, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 72 (year 2020), Average Future Daily Traffic: 79 (year 2040), Features Intersected: WAQUA CREEK, Facility Carried by Structure: MASONS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $25,000, Total Project Cost: $159,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3821, Location: 6.3FR TAZ;11.0 TO 83 (Lat: 37.193686, Lng: -81.953864), Route carried "on" structure: US 460, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,662 (year 2040), Design Load: H 20, Features Intersected: LEVISA RIVER, Facility Carried by Structure: RIVERSIDE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.737, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 3821, Location: 6.3FR TAZ;11.0 TO 83 (Lat: 37.193686, Lng: -81.953864), Route carried "on" structure: US 460, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,056 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,662 (year 2040), Design Load: H 20, Features Intersected: LEVISA RIVER, Facility Carried by Structure: RIVERSIDE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.737, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 3823, Location: 1.6 TO TAZ. & 15.6 TO R83 (Lat: 37.168803, Lng: -81.894253), Route carried "on" structure: US 460, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,150 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,765 (year 2040), Design Load: HS 20, Features Intersected: GRASSY CREEK, Facility Carried by Structure: NANCE FORK CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 3823, Location: 1.6 TO TAZ. & 15.6 TO R83 (Lat: 37.168803, Lng: -81.894253), Route carried "on" structure: US 460, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,150 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,765 (year 2040), Design Load: HS 20, Features Intersected: GRASSY CREEK, Facility Carried by Structure: NANCE FORK CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 12376, Location: 5.07-Rt. 29/0.75-Rt. 151 (Lat: 37.911231, Lng: -78.832750), Route carried "on" structure: State highway 6, Year Built: 1983, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 4,396 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,154 (year 2040), Features Intersected: N. Fork Rockfish River, Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,083,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,625,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12376, Location: 5.07-Rt. 29/0.75-Rt. 151 (Lat: 37.911231, Lng: -78.832750), Route carried "on" structure: State highway 6, Year Built: 1983, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 4,396 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,154 (year 2040), Features Intersected: N. Fork Rockfish River, Facility Carried by Structure: River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,083,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,625,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12384, Location: 0.11 Rt 151S/6.11 Rt 151N (Lat: 37.918983, Lng: -78.839439), Route carried "on" structure: State highway 6, Year Built: 1953, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,590 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,605 (year 2040), Features Intersected: Mallory Creek, Facility Carried by Structure: Rockfish Valley Hw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), 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: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $987,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12384, Location: 0.11 Rt 151S/6.11 Rt 151N (Lat: 37.918983, Lng: -78.839439), Route carried "on" structure: State highway 6, Year Built: 1953, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,590 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,605 (year 2040), Features Intersected: Mallory Creek, Facility Carried by Structure: Rockfish Valley Hw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), 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: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $987,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 12445, Location: 0.60-Rt.634 /0.60-Rt.751 (Lat: 37.886981, Lng: -78.883606), Route carried "on" structure: State highway 151, Year Built: 1936, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 3,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,910 (year 2040), Design Load: HS 20, Features Intersected: Stoney Creek, Facility Carried by Structure: Patrick Henry Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.244, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12445, Location: 0.60-Rt.634 /0.60-Rt.751 (Lat: 37.886981, Lng: -78.883606), Route carried "on" structure: State highway 151, Year Built: 1936, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 3,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,910 (year 2040), Design Load: HS 20, Features Intersected: Stoney Creek, Facility Carried by Structure: Patrick Henry Hwy.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.244, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12446, Location: 1.14-Rt.664 /0.15-Rt.627 (Lat: 37.883372, Lng: -78.902394), Route carried "on" structure: State highway 151, Year Built: 1936, Year Reconstructed: 1977, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 3,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,910 (year 2040), Features Intersected: Spruce Creek, Facility Carried by Structure: Rockfish Valley Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $577,000, Roadway Improvement Cost: $58,000, Total Project Cost: $865,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12446, Location: 1.14-Rt.664 /0.15-Rt.627 (Lat: 37.883372, Lng: -78.902394), Route carried "on" structure: State highway 151, Year Built: 1936, Year Reconstructed: 1977, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 3,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,910 (year 2040), Features Intersected: Spruce Creek, Facility Carried by Structure: Rockfish Valley Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $577,000, Roadway Improvement Cost: $58,000, Total Project Cost: $865,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12447, Location: 11.15-Rt.56 / 4.76-Rt.6 (Lat: 37.879831, Lng: -78.907778), Route carried "on" structure: State highway 151, Year Built: 1936, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 3,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,910 (year 2040), Features Intersected: S Fork Rockfish River, Facility Carried by Structure: Rockfish Valley Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,285,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,927,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12447, Location: 11.15-Rt.56 / 4.76-Rt.6 (Lat: 37.879831, Lng: -78.907778), Route carried "on" structure: State highway 151, Year Built: 1936, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 3,961 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,910 (year 2040), Features Intersected: S Fork Rockfish River, Facility Carried by Structure: Rockfish Valley Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,285,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,927,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12473, Location: 0.10-Rt.634/2.50-Rt.776 (Lat: 37.864044, Lng: -78.829525), Route carried "on" structure: County highway 613, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 235 (year 2020), Average Future Daily Traffic: 329 (year 2040), Features Intersected: Branch Rockfish River, Facility Carried by Structure: Rocky Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2021
Structure Number: 12473, Location: 0.10-Rt.634/2.50-Rt.776 (Lat: 37.864044, Lng: -78.829525), Route carried "on" structure: County highway 613, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 235 (year 2020), Average Future Daily Traffic: 329 (year 2040), Features Intersected: Branch Rockfish River, Facility Carried by Structure: Rocky Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2021
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Structure Number: 12509, Location: 0.37-Rt 613/0.13-Rt 6 (Lat: 37.870344, Lng: -78.823128), Route carried "on" structure: County highway 634, Year Built: 1970, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 410 (year 2020), Average Future Daily Traffic: 451 (year 2040), Features Intersected: Rockfish River, Facility Carried by Structure: Adial Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12509, Location: 0.37-Rt 613/0.13-Rt 6 (Lat: 37.870344, Lng: -78.823128), Route carried "on" structure: County highway 634, Year Built: 1970, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 410 (year 2020), Average Future Daily Traffic: 451 (year 2040), Features Intersected: Rockfish River, Facility Carried by Structure: Adial Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1251, Location: 0.33-Rt.151/1.37-Rt.629 (Lat: 37.886228, Lng: -78.870328), Route carried "on" structure: County highway 634, Year Built: 1974, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 446 (year 2020), Average Future Daily Traffic: 494 (year 2040), Features Intersected: S Fork Rockfish River, Facility Carried by Structure: Adial Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 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: Better than 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: Latex Concrete
Structure Number: 1251, Location: 0.33-Rt.151/1.37-Rt.629 (Lat: 37.886228, Lng: -78.870328), Route carried "on" structure: County highway 634, Year Built: 1974, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 446 (year 2020), Average Future Daily Traffic: 494 (year 2040), Features Intersected: S Fork Rockfish River, Facility Carried by Structure: Adial Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.1 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: Better than 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: Latex Concrete
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Structure Number: 12511, Location: .28-Rt.843/.08-Rt.633 (Lat: 37.936850, Lng: -78.820858), Route carried "on" structure: County highway 635, Year Built: 1973, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 984 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2040), Design Load: HS 20+Mod, Features Intersected: Taylors Creek, Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 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: 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: Bituminous
Structure Number: 12511, Location: .28-Rt.843/.08-Rt.633 (Lat: 37.936850, Lng: -78.820858), Route carried "on" structure: County highway 635, Year Built: 1973, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 984 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2040), Design Load: HS 20+Mod, Features Intersected: Taylors Creek, Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 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: 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: Bituminous
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Structure Number: 12512, Location: 0.11-Rt.799 /0.03-Rt.843 (Lat: 37.934222, Lng: -78.825233), Route carried "on" structure: County highway 635, Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 984 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2040), Design Load: HS 20+Mod, Features Intersected: N Fork Rockfish River, Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12512, Location: 0.11-Rt.799 /0.03-Rt.843 (Lat: 37.934222, Lng: -78.825233), Route carried "on" structure: County highway 635, Year Built: 1972, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 984 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2040), Design Load: HS 20+Mod, Features Intersected: N Fork Rockfish River, Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.493, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25124, Location: 0.25-Rt.799 / 0.42-Rt.6 (Lat: 37.931400, Lng: -78.830494), Route carried "on" structure: County highway 635, Year Built: 1997, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 984 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2040), Features Intersected: Meriwether Creek, Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 25124, Location: 0.25-Rt.799 / 0.42-Rt.6 (Lat: 37.931400, Lng: -78.830494), Route carried "on" structure: County highway 635, Year Built: 1997, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 984 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2040), Features Intersected: Meriwether Creek, Facility Carried by Structure: Greenfield Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.940, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 26606, Location: 1.71-Rt.151S/4.51-Rt.151N (Lat: 37.941369, Lng: -78.838600), Route carried "on" structure: State highway 6, Year Built: 2000, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 108 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 151 (year 2040), Design Load: HS 20+Mod, Features Intersected: Meriwether Creek, Facility Carried by Structure: Rockfish Valley Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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
Structure Number: 26606, Location: 1.71-Rt.151S/4.51-Rt.151N (Lat: 37.941369, Lng: -78.838600), Route carried "on" structure: State highway 6, Year Built: 2000, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 108 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 151 (year 2040), Design Load: HS 20+Mod, Features Intersected: Meriwether Creek, Facility Carried by Structure: Rockfish Valley Hy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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
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Structure Number: 27769, Location: 0.05-Rt.612E/0.40-Rt.612W (Lat: 37.903392, Lng: -78.848683), Route carried "on" structure: County highway 613, Year Built: 2006, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 144 (year 2017), Average Future Daily Traffic: 192 (year 2040), Features Intersected: S. Fork Rockfish River, Facility Carried by Structure: Berry Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.8m (150.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27769, Location: 0.05-Rt.612E/0.40-Rt.612W (Lat: 37.903392, Lng: -78.848683), Route carried "on" structure: County highway 613, Year Built: 2006, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 144 (year 2017), Average Future Daily Traffic: 192 (year 2040), Features Intersected: S. Fork Rockfish River, Facility Carried by Structure: Berry Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.8m (150.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30607, Location: 0.40-Rt.635 / 3.90-Rt.636 (Lat: 37.947025, Lng: -78.808583), Route carried "on" structure: County highway 611, Year Built: 2017, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 61 (year 2017), Average Future Daily Traffic: 68 (year 2040), Design Load: HL 93, Features Intersected: Perry Creek, Facility Carried by Structure: Ennis Mountain 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30607, Location: 0.40-Rt.635 / 3.90-Rt.636 (Lat: 37.947025, Lng: -78.808583), Route carried "on" structure: County highway 611, Year Built: 2017, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 61 (year 2017), Average Future Daily Traffic: 68 (year 2040), Design Load: HL 93, Features Intersected: Perry Creek, Facility Carried by Structure: Ennis Mountain 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, 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: 48.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous