Bridge Statistics for Ivy, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 161ft / 49.2mTotal length
- $467,000Total costs
- 138,872Total average daily traffic
- 10,613Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ivy
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41960-1969
- 41970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 42010-2019
- Bridge Condition - Deck
- 27.3%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 27.3%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 25.0%Good
- 62.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 497, Location: .07 Fr 637 & 3.73 To 29 (Lat: 38.033481, Lng: -78.601342), Route carried "on" structure: Interstate 64, Year Built: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 37,748 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 52,847 (year 2040), Design Load: HS 20+Mod, Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.182, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
Structure Number: 497, Location: .07 Fr 637 & 3.73 To 29 (Lat: 38.033481, Lng: -78.601342), Route carried "on" structure: Interstate 64, Year Built: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 37,748 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 52,847 (year 2040), Design Load: HS 20+Mod, Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.182, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $12,000
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Structure Number: 572, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.033936, Lng: -78.602725), Route carried "on" structure: Interstate 64, Year Built: 1970, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 18,921 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 26,489 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 637 - DICK WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.021, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 572, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.033936, Lng: -78.602725), Route carried "on" structure: Interstate 64, Year Built: 1970, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 18,921 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 26,489 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 637 - DICK WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.021, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 574, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.034172, Lng: -78.602364), Route carried "on" structure: Interstate 64, Year Built: 1970, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 18,085 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 25,319 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 637 - DICK WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 574, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.034172, Lng: -78.602364), Route carried "on" structure: Interstate 64, Year Built: 1970, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 18,085 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 25,319 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 637 - DICK WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.941, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 61, Location: 0.55 FR 637 / 3.26 TO 29S (Lat: 38.055339, Lng: -78.579875), Route carried "on" structure: US 250, Year Built: 1932, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 10,578 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,391 (year 2040), Design Load: H 15, Features Intersected: IVY CREEK, Facility Carried by Structure: IVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.215, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $70,000
Structure Number: 61, Location: 0.55 FR 637 / 3.26 TO 29S (Lat: 38.055339, Lng: -78.579875), Route carried "on" structure: US 250, Year Built: 1932, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 10,578 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,391 (year 2040), Design Load: H 15, Features Intersected: IVY CREEK, Facility Carried by Structure: IVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.215, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Total Project Cost: $70,000
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Structure Number: 655, Location: 0.36 FR 678 / 0.14 TO 839 (Lat: 38.102603, Lng: -78.593536), Route carried "on" structure: County highway 614, Year Built: 1966, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 2,343 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,577 (year 2040), Design Load: HS 20+Mod, Features Intersected: MECHUMS RIVER, Facility Carried by Structure: GARTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $5,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 655, Location: 0.36 FR 678 / 0.14 TO 839 (Lat: 38.102603, Lng: -78.593536), Route carried "on" structure: County highway 614, Year Built: 1966, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 2,343 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,577 (year 2040), Design Load: HS 20+Mod, Features Intersected: MECHUMS RIVER, Facility Carried by Structure: GARTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.693, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $5,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74, Location: 1.69 FR 250/0.41 TO 1652 (Lat: 38.064947, Lng: -78.568017), Route carried "on" structure: County highway 677, Year Built: 1932, Year Reconstructed: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 495 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 544 (year 2040), Features Intersected: IVY CREEK, Facility Carried by Structure: OLD BALLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.594, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $20,000, Total Project Cost: $190,000, Deck Structure Type: Wood or Timber
Structure Number: 74, Location: 1.69 FR 250/0.41 TO 1652 (Lat: 38.064947, Lng: -78.568017), Route carried "on" structure: County highway 677, Year Built: 1932, Year Reconstructed: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 495 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 544 (year 2040), Features Intersected: IVY CREEK, Facility Carried by Structure: OLD BALLARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.594, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $20,000, Total Project Cost: $190,000, Deck Structure Type: Wood or Timber
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Structure Number: 742, Location: 1.26 FR 676 / 0.52 TO 614 (Lat: 38.096108, Lng: -78.598681), Route carried "on" structure: County highway 678, Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 201 (year 2040), Design Load: HS 20, Features Intersected: MECHUMS RIVER, Facility Carried by Structure: DECCA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.303, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 742, Location: 1.26 FR 676 / 0.52 TO 614 (Lat: 38.096108, Lng: -78.598681), Route carried "on" structure: County highway 678, Year Built: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 181 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 201 (year 2040), Design Load: HS 20, Features Intersected: MECHUMS RIVER, Facility Carried by Structure: DECCA LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.303, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 795, Location: 0.20 FR 1620&0.54 TO 637 (Lat: 38.033436, Lng: -78.636686), Route carried "on" structure: County highway 708, Year Built: 1969, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 1,139 (year 2018), Average Future Daily Traffic: 1,640 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 64 EBL & WBL, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.662, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 795, Location: 0.20 FR 1620&0.54 TO 637 (Lat: 38.033436, Lng: -78.636686), Route carried "on" structure: County highway 708, Year Built: 1969, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 1,139 (year 2018), Average Future Daily Traffic: 1,640 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 64 EBL & WBL, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.662, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: 2335, Location: 0.08 FR 1661/0.14 TO 637 (Lat: 38.029069, Lng: -78.613944), Route carried "on" structure: County highway 1660, Year Built: 1991, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 365 (year 2018), Average Future Daily Traffic: 448 (year 2040), Design Load: HS 20, Features Intersected: BRANCH IVY CREEK, Facility Carried by Structure: ROSEMONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 2335, Location: 0.08 FR 1661/0.14 TO 637 (Lat: 38.029069, Lng: -78.613944), Route carried "on" structure: County highway 1660, Year Built: 1991, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 365 (year 2018), Average Future Daily Traffic: 448 (year 2040), Design Load: HS 20, Features Intersected: BRANCH IVY CREEK, Facility Carried by Structure: ROSEMONT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: 27123, Location: 0.21 FR-177/0.09 TO 677 (Lat: 38.037019, Lng: -78.597619), Route carried "on" structure: County highway 637, Year Built: 2002, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,360 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,904 (year 2040), Features Intersected: IVY CREEK, Facility Carried by Structure: DICK WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27123, Location: 0.21 FR-177/0.09 TO 677 (Lat: 38.037019, Lng: -78.597619), Route carried "on" structure: County highway 637, Year Built: 2002, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,360 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,904 (year 2040), Features Intersected: IVY CREEK, Facility Carried by Structure: DICK WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29346, Location: 0.12 - 250 & 1.73 -1652 (Lat: 38.052500, Lng: -78.555761), Route carried "on" structure: County highway 677, Year Built: 2015, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 495 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 544 (year 2040), Design Load: HL 93, Features Intersected: BUCKINGHAM BRANCH RR, Facility Carried by Structure: BROOMLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 29346, Location: 0.12 - 250 & 1.73 -1652 (Lat: 38.052500, Lng: -78.555761), Route carried "on" structure: County highway 677, Year Built: 2015, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 495 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 544 (year 2040), Design Load: HL 93, Features Intersected: BUCKINGHAM BRANCH RR, Facility Carried by Structure: BROOMLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 29347, Location: 0.09 FR 738& 0.35 TO 1626 (Lat: 38.056400, Lng: -78.623719), Route carried "on" structure: County highway 708, Year Built: 2014, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 587 (year 2018), Average Future Daily Traffic: 644 (year 2040), Design Load: HL 93, Features Intersected: BUCKINGHAM BRANCH RR, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 29347, Location: 0.09 FR 738& 0.35 TO 1626 (Lat: 38.056400, Lng: -78.623719), Route carried "on" structure: County highway 708, Year Built: 2014, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 587 (year 2018), Average Future Daily Traffic: 644 (year 2040), Design Load: HL 93, Features Intersected: BUCKINGHAM BRANCH RR, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 50.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 29598, Location: 0.08 FR 786 / 0.26 TO 637 (Lat: 38.055808, Lng: -78.594683), Route carried "on" structure: US 250, Year Built: 2018, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 10,630 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,882 (year 2040), Design Load: HL 93, Features Intersected: LITTLE IVY CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 142.894, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 29598, Location: 0.08 FR 786 / 0.26 TO 637 (Lat: 38.055808, Lng: -78.594683), Route carried "on" structure: US 250, Year Built: 2018, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 10,630 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,882 (year 2040), Design Load: HL 93, Features Intersected: LITTLE IVY CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 142.894, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 30383, Location: 0.18 fr 818/0.22 to 29N (Lat: 37.999944, Lng: -78.577639), Route carried "on" structure: County highway 745, Year Built: 2014, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 111 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: ARROWHEAD VALLEY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30383, Location: 0.18 fr 818/0.22 to 29N (Lat: 37.999944, Lng: -78.577639), Route carried "on" structure: County highway 745, Year Built: 2014, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 111 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RAILWAY, Facility Carried by Structure: ARROWHEAD VALLEY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 572, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.033936, Lng: -78.602725), Route carried "under" structure: County highway 637, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,290 (year 2008), Truck Traffic: 3%, Features Intersected: RTE 637 - DICK WOODS RD, Facility Carried by Structure: INTERSTATE 64 -EBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 24.038, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 572, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.033936, Lng: -78.602725), Route carried "under" structure: County highway 637, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,290 (year 2008), Truck Traffic: 3%, Features Intersected: RTE 637 - DICK WOODS RD, Facility Carried by Structure: INTERSTATE 64 -EBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 24.038, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 574, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.034172, Lng: -78.602364), Route carried "under" structure: County highway 637, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,290 (year 2008), Truck Traffic: 3%, Features Intersected: RTE 637 - DICK WOODS RD, Facility Carried by Structure: INTERSTATE 64 -WBL
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 24.087, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 574, Location: 6.98 FR 250 W/3.82 TO 29 (Lat: 38.034172, Lng: -78.602364), Route carried "under" structure: County highway 637, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,290 (year 2008), Truck Traffic: 3%, Features Intersected: RTE 637 - DICK WOODS RD, Facility Carried by Structure: INTERSTATE 64 -WBL
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 24.087, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 795, Location: 0.20 FR 1620&0.54 TO 637 (Lat: 38.033436, Lng: -78.636686), Route carried "under" structure: Interstate 64, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 33,265 (year 2008), Truck Traffic: 5%, Features Intersected: INTERSTATE 64 EBL & WBL, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 180.964, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 795, Location: 0.20 FR 1620&0.54 TO 637 (Lat: 38.033436, Lng: -78.636686), Route carried "under" structure: Interstate 64, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 33,265 (year 2008), Truck Traffic: 5%, Features Intersected: INTERSTATE 64 EBL & WBL, Facility Carried by Structure: DRY BRIDGE ROAD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 180.964, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)