Bridge Statistics for Emory-Meadow View, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 207ft / 62.9mTotal length
- $8,084,000Total costs
- 115,136Total average daily traffic
- 15,061Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Emory-Meadow View
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 21950-1959
- 101960-1969
- 41970-1979
- 21980-1989
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 6.7%Good
- 26.7%Satisfactory
- 53.3%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 12.5%Good
- 37.5%Satisfactory
- 43.8%Fair
- Bridge Condition - Substructure
- 6.3%Good
- 25.0%Satisfactory
- 68.8%Fair
- Bridge Condition - Channel
- 38.5%Good
- 23.1%Satisfactory
- 30.8%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 343, Location: 1.43 TO 13 BUS /0.64 179 (Lat: 37.702519, Lng: -75.707942), Route carried "on" structure: US 13, Year Built: 1967, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 7,723 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 10,812 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 13 & Baycoast RR, Facility Carried by Structure: Lankford Hwy SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.707, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $35,000, Total Project Cost: $1,129,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 343, Location: 1.43 TO 13 BUS /0.64 179 (Lat: 37.702519, Lng: -75.707942), Route carried "on" structure: US 13, Year Built: 1967, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 7,723 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 10,812 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 13 & Baycoast RR, Facility Carried by Structure: Lankford Hwy SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.707, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $35,000, Total Project Cost: $1,129,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 3431, Location: 0.05-Rte643;1.55-Rte646 (Lat: 37.491542, Lng: -79.736094), Route carried "on" structure: County highway 640, Year Built: 1961, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 383 (year 2016), Average Future Daily Traffic: 429 (year 2040), Features Intersected: Ellis Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.273, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,974,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3431, Location: 0.05-Rte643;1.55-Rte646 (Lat: 37.491542, Lng: -79.736094), Route carried "on" structure: County highway 640, Year Built: 1961, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 383 (year 2016), Average Future Daily Traffic: 429 (year 2040), Features Intersected: Ellis Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.273, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $154,000, Total Project Cost: $1,974,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3664, Location: .07 FORT PICK&.71 TO 645 (Lat: 36.979744, Lng: -77.984569), Route carried "on" structure: County highway 615, Year Built: 1960, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 129 (year 2016), Average Future Daily Traffic: 191 (year 2040), Design Load: H 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,920,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3664, Location: .07 FORT PICK&.71 TO 645 (Lat: 36.979744, Lng: -77.984569), Route carried "on" structure: County highway 615, Year Built: 1960, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 129 (year 2016), Average Future Daily Traffic: 191 (year 2040), Design Load: H 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $1,500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,920,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3666, Location: 1.69 FR 137 & .9 TO 616 (Lat: 36.924881, Lng: -77.984150), Route carried "on" structure: County highway 617, Year Built: 1960, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 248 (year 2013), Average Future Daily Traffic: 382 (year 2040), Features Intersected: WAQUA CREEK, Facility Carried by Structure: BLUE BIRD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.784, 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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $10,000, Total Project Cost: $119,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3666, Location: 1.69 FR 137 & .9 TO 616 (Lat: 36.924881, Lng: -77.984150), Route carried "on" structure: County highway 617, Year Built: 1960, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 248 (year 2013), Average Future Daily Traffic: 382 (year 2040), Features Intersected: WAQUA CREEK, Facility Carried by Structure: BLUE BIRD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.784, 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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $10,000, Total Project Cost: $119,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3667, Location: 0.6 FR.621 & 2.0 TO 644 (Lat: 36.818714, Lng: -77.989289), Route carried "on" structure: County highway 619, Year Built: 1971, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 168 (year 2013), Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHINING CREEK, Facility Carried by Structure: SHINING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $222,000, Total Project Cost: $677,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3667, Location: 0.6 FR.621 & 2.0 TO 644 (Lat: 36.818714, Lng: -77.989289), Route carried "on" structure: County highway 619, Year Built: 1971, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 168 (year 2013), Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHINING CREEK, Facility Carried by Structure: SHINING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $222,000, Total Project Cost: $677,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3668, Location: 1.34 FR 618 & .75 TO 652 (Lat: 36.872053, Lng: -78.008294), Route carried "on" structure: County highway 620, Year Built: 1935, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 180 (year 2013), Average Future Daily Traffic: 277 (year 2040), Features Intersected: GREAT CREEK, Facility Carried by Structure: OLD POOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 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: Meets minimum limits, 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $200,000, Total Project Cost: $791,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3668, Location: 1.34 FR 618 & .75 TO 652 (Lat: 36.872053, Lng: -78.008294), Route carried "on" structure: County highway 620, Year Built: 1935, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 180 (year 2013), Average Future Daily Traffic: 277 (year 2040), Features Intersected: GREAT CREEK, Facility Carried by Structure: OLD POOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 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: Meets minimum limits, 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $200,000, Total Project Cost: $791,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7439, Location: .50 Fr 627 & 1.00 To 628 (Lat: 38.950961, Lng: -77.719014), Route carried "on" structure: County highway 776, Year Built: 1919, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 280 (year 2015), Average Future Daily Traffic: 315 (year 2040), Design Load: HS 20, Features Intersected: Little River, Facility Carried by Structure: Landmark School Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.331, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $15,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7439, Location: .50 Fr 627 & 1.00 To 628 (Lat: 38.950961, Lng: -77.719014), Route carried "on" structure: County highway 776, Year Built: 1919, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 280 (year 2015), Average Future Daily Traffic: 315 (year 2040), Design Load: HS 20, Features Intersected: Little River, Facility Carried by Structure: Landmark School Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.331, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $15,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7457, Location: .05 Fr 607 & 1.30 To 767 (Lat: 38.636492, Lng: -77.625858), Route carried "on" structure: County highway 806, Year Built: 1959, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 2,773 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,790 (year 2040), Design Load: HS 20, Features Intersected: Cedar Run, Facility Carried by Structure: Elk Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.754, 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: 4, Length of Maximum Span: 16.8m (55.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $25,000, Total Project Cost: $180,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 7457, Location: .05 Fr 607 & 1.30 To 767 (Lat: 38.636492, Lng: -77.625858), Route carried "on" structure: County highway 806, Year Built: 1959, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 2,773 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,790 (year 2040), Design Load: HS 20, Features Intersected: Cedar Run, Facility Carried by Structure: Elk Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.754, 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: 4, Length of Maximum Span: 16.8m (55.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $25,000, Total Project Cost: $180,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 7666, Location: 0.66 FR 618 / 0.98 TO 636 (Lat: 37.921697, Lng: -78.353022), Route carried "on" structure: State highway 53, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,931 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,303 (year 2040), Design Load: HS 20, Features Intersected: BOSTON CREEK, Facility Carried by Structure: THOMAS JEFFERSON P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 7666, Location: 0.66 FR 618 / 0.98 TO 636 (Lat: 37.921697, Lng: -78.353022), Route carried "on" structure: State highway 53, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,931 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 8,303 (year 2040), Design Load: HS 20, Features Intersected: BOSTON CREEK, Facility Carried by Structure: THOMAS JEFFERSON P
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 8013, Location: 0.52 RT 960; 0.20 RT 630 (Lat: 36.873103, Lng: -79.723078), Route carried "on" structure: County highway 890, Year Built: 1973, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 656 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 722 (year 2040), Design Load: HS 20, Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.787, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8013, Location: 0.52 RT 960; 0.20 RT 630 (Lat: 36.873103, Lng: -79.723078), Route carried "on" structure: County highway 890, Year Built: 1973, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 656 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 722 (year 2040), Design Load: HS 20, Features Intersected: SNOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.787, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 8111, Location: 0.18 WARREN CO-0.21 81SBL (Lat: 39.010067, Lng: -78.297831), Route carried "on" structure: Ramp Interstate 66, Year Built: 1964, Year Reconstructed: 2015, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,930 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,596 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-81 NBL
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 484.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 8111, Location: 0.18 WARREN CO-0.21 81SBL (Lat: 39.010067, Lng: -78.297831), Route carried "on" structure: Ramp Interstate 66, Year Built: 1964, Year Reconstructed: 2015, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 9,930 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,596 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-81 NBL
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 484.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8113, Location: 2.01 TO 277 - 1.05 TO 37 (Lat: 39.107436, Lng: -78.200836), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 25,967 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 36,354 (year 2040), Design Load: HS 20+Mod, Features Intersected: OPEQUON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 498.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 8113, Location: 2.01 TO 277 - 1.05 TO 37 (Lat: 39.107436, Lng: -78.200836), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 25,967 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 36,354 (year 2040), Design Load: HS 20+Mod, Features Intersected: OPEQUON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 498.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8441, Location: 0.02-Rte 650;0.50-WVa SL (Lat: 37.374233, Lng: -80.869494), Route carried "on" structure: County highway 648, Year Built: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 233 (year 2017), Average Future Daily Traffic: 244 (year 2040), Design Load: H 15, Features Intersected: Adair Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $55,000, Total Project Cost: $830,000
Structure Number: 8441, Location: 0.02-Rte 650;0.50-WVa SL (Lat: 37.374233, Lng: -80.869494), Route carried "on" structure: County highway 648, Year Built: 1951, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 233 (year 2017), Average Future Daily Traffic: 244 (year 2040), Design Load: H 15, Features Intersected: Adair Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $55,000, Total Project Cost: $830,000
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Structure Number: 8571, Location: 1.29 FR 640 & 1.76 TO 157 (Lat: 37.597856, Lng: -77.626361), Route carried "on" structure: State highway 6, Year Built: 1971, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 22,190 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 31,066 (year 2040), Design Load: HS 20+Mod, Features Intersected: TUCKAHOE CREEK, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.589, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: 8571, Location: 1.29 FR 640 & 1.76 TO 157 (Lat: 37.597856, Lng: -77.626361), Route carried "on" structure: State highway 6, Year Built: 1971, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 22,190 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 31,066 (year 2040), Design Load: HS 20+Mod, Features Intersected: TUCKAHOE CREEK, Facility Carried by Structure: PATTERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.589, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: 8658, Location: 2.49 Fr 634 & 1.49 To 638 (Lat: 37.677872, Lng: -77.835925), Route carried "on" structure: County highway 639, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 275 (year 2040), Design Load: HS 20+Mod, Features Intersected: Beaverdam Creek, Facility Carried by Structure: Sheppard Town Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: March 2020
Structure Number: 8658, Location: 2.49 Fr 634 & 1.49 To 638 (Lat: 37.677872, Lng: -77.835925), Route carried "on" structure: County highway 639, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 275 (year 2040), Design Load: HS 20+Mod, Features Intersected: Beaverdam Creek, Facility Carried by Structure: Sheppard Town Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to 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: March 2020
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Structure Number: 9643, Location: .20 OLD WASH HW .37 PATCH (Lat: 37.690992, Lng: -77.500944), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,594 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,601 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY, Facility Carried by Structure: GREENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.503, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9643, Location: .20 OLD WASH HW .37 PATCH (Lat: 37.690992, Lng: -77.500944), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,594 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,601 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY, Facility Carried by Structure: GREENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.503, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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: 18926, Location: 1.38 FR 737; 5.38 TO 11 (Lat: 36.757672, Lng: -81.857147), Route carried "on" structure: Interstate 81, Year Built: 1962, Year Reconstructed: 1988, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 16,787 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 23,502 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.949, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $15,000, Total Project Cost: $169,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 18926, Location: 1.38 FR 737; 5.38 TO 11 (Lat: 36.757672, Lng: -81.857147), Route carried "on" structure: Interstate 81, Year Built: 1962, Year Reconstructed: 1988, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 16,787 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 23,502 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.949, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $15,000, Total Project Cost: $169,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 18928, Location: 5.38 FR 11; 1.38 TO 737 (Lat: 36.757397, Lng: -81.857192), Route carried "on" structure: Interstate 81, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 17,262 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 24,167 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
Structure Number: 18928, Location: 5.38 FR 11; 1.38 TO 737 (Lat: 36.757397, Lng: -81.857192), Route carried "on" structure: Interstate 81, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 17,262 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 24,167 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Other
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Structure Number: 18926, Location: 1.38 FR 737; 5.38 TO 11 (Lat: 36.757672, Lng: -81.857147), Route carried "under" structure: State highway 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,226 (year 2008), Truck Traffic: 1%, Features Intersected: ROUTE 80, Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 18926, Location: 1.38 FR 737; 5.38 TO 11 (Lat: 36.757672, Lng: -81.857147), Route carried "under" structure: State highway 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,226 (year 2008), Truck Traffic: 1%, Features Intersected: ROUTE 80, Facility Carried by Structure: I-81 SBL
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
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Structure Number: 18928, Location: 5.38 FR 11; 1.38 TO 737 (Lat: 36.757397, Lng: -81.857192), Route carried "under" structure: State highway 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,226 (year 2008), Truck Traffic: 1%, Features Intersected: ROUTE 80, Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 18928, Location: 5.38 FR 11; 1.38 TO 737 (Lat: 36.757397, Lng: -81.857192), Route carried "under" structure: State highway 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,226 (year 2008), Truck Traffic: 1%, Features Intersected: ROUTE 80, Facility Carried by Structure: I-81 NBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.207, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)