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Bridge Statistics for Wyndham, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 75ft / 23mTotal length
  • $2,667,000Total costs
  • 19,313Total average daily traffic
  • 489Total average daily truck traffic
  • 23,899Total future (year 2021) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Wyndham
  • No street view available for this location

New bridges in Wyndham, VA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11940-1949
  • 21960-1969
  • 31970-1979
  • 31980-1989
  • 12010-2018
Average Bridge Daily Traffic in Wyndham, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 62.5%Good
  • 12.5%Satisfactory
  • 25.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Very good
  • 50.0%Good
  • 25.0%Satisfactory
  • 12.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 37.5%Good
  • 25.0%Satisfactory
  • 25.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 27.3%Very good
  • 36.4%Good
  • 36.4%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Very good
  • 66.7%Satisfactory
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Structure Number: 3674,  Location: .8 FR 643 & .7 TO 614 (Lat: 36.885303,  Lng: -77.865969),  Route carried "on" structure: County highway 628,  Year Built: 1989,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 226 (year 2014),  Average Future Daily Traffic: 297 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STURGEON CREEK,  Facility Carried by Structure: LITTLEMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.033,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $79,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3675,  Location: 1.68 FR 636 & 1.2 TO 643 (Lat: 36.921742,  Lng: -77.872392),  Route carried "on" structure: County highway 628,  Year Built: 1987,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 110 (year 2014),  Average Future Daily Traffic: 145 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WAQUA CREEK,  Facility Carried by Structure: RED OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.452,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.80m (87.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $111,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3676,  Location: 2.95FR 616W & .95 TO 706 (Lat: 36.969564,  Lng: -77.893189),  Route carried "on" structure: County highway 628,  Year Built: 1963,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 35 (year 2014),  Average Future Daily Traffic: 46 (year 2035),  Features Intersected: RED OAK CREEK,  Facility Carried by Structure: JUDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.735,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 10.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $151,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3678,  Location: 0.01 FR 764 & 0.69 TO 629 (Lat: 36.931211,  Lng: -77.769953),  Route carried "on" structure: County highway 630,  Year Built: 1918,  Status: Posted for load,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 15 (year 2014),  Average Future Daily Traffic: 20 (year 2035),  Design Load: H 10,  Features Intersected: WAQUA CREEK,  Facility Carried by Structure: WAQUA CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.924,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 7.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 3.6 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: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 25.90m (84.97ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2017,  Critical Feature Inspection Date: June 2017,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $296,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 368,  Location: 1.1 FR 635 & .4 TO 682 (Lat: 36.848192,  Lng: -77.784375),  Route carried "on" structure: County highway 630,  Year Built: 1971,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 298 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 420 (year 2035),  Design Load: HS 20,  Features Intersected: LLOYDS CREEK,  Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.455,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  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: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.70m (67.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $810,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,130,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9379,  Location: 1.05 TO 670 &0.67 TO 671 (Lat: 37.760011,  Lng: -77.612497),  Route carried "on" structure: US 33,  Year Built: 1970,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 9,599 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,716 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SOUTH ANNA RIVER,  Facility Carried by Structure: MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.325,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9498,  Location: 2.5 TO 623 & .02 HENRICO (Lat: 37.695511,  Lng: -77.592081),  Route carried "on" structure: County highway 624,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,033 (year 2014),  Average Future Daily Traffic: 718 (year 2021),  Design Load: HS 20,  Features Intersected: CHICKAHOMINY RIVER,  Facility Carried by Structure: CAUTHORNE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.731,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017
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Structure Number: 9556,  Location: 0.25 TO 703 & 0.85 TO 611 (Lat: 37.747592,  Lng: -77.653964),  Route carried "on" structure: County highway 673,  Year Built: 1968,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 2,122 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,345 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SOUTH ANNA RIVER,  Facility Carried by Structure: HOWARDS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9558,  Location: 0.90 TO 611 & 1.0 TO 670 (Lat: 37.752425,  Lng: -77.631592),  Route carried "on" structure: County highway 675,  Year Built: 1986,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 488 (year 2014),  Average Future Daily Traffic: 642 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SOUTH ANNA RIVER,  Facility Carried by Structure: AUBURN MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12647,  Location: 0.16 TO 628 & 0.06 T0 629 (Lat: 37.429172,  Lng: -76.987508),  Route carried "on" structure: US 60,  Year Built: 1948,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,347 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,500 (year 2035),  Design Load: HS 20,  Features Intersected: WINDSOR SHADES CREEK,  Facility Carried by Structure: POCAHONTAS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 350.918,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to 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 2016
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Structure Number: 30653,  Location: .05 ASHDOWN OAKS COURT (Lat: 37.685000,  Lng: -77.608333),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 50 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: GREY OAKS PARK DR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017
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