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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 449ft / 137mTotal length
  • $62,584,000Total costs
  • 83,178Total average daily traffic
  • 1,326Total average daily truck traffic
  • 178,979Total future (year 2027) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Yorktown
  • No street view available for this location

New bridges in Yorktown, VA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 81950-1959
  • 41960-1969
Reconstructed bridges in Yorktown, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 11970-1979
  • 01980-1989
  • 11990-1999
Average Bridge Daily Traffic in Yorktown, VA
Average Bridge Truck Traffic in Yorktown, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 62.5%Satisfactory
  • 37.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Good
  • 66.7%Satisfactory
  • 11.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 55.6%Good
  • 33.3%Satisfactory
  • 11.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Very good
  • 50.0%Good
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Structure Number: 1982,  Location: 2.78 Mi T0 Int Rte 173 (Lat: 37.204411,  Lng: -76.504386),  Route carried "on" structure: US 17,  Year Built: 1968,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 16,134 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,178 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: Colonial Park Service Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.412,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.30m (105.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1982,  Location: 2.78 Mi T0 Int Rte 173 (Lat: 37.204411,  Lng: -76.504386),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 210 (year 1994),  Features Intersected: Colonial Park Service Rd,  Facility Carried by Structure: Route 17 NBL
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 19822,  Location: 2.78 Mi To Int Rte 17 (Lat: 37.204258,  Lng: -76.504464),  Route carried "on" structure: US 17,  Year Built: 1968,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 16,134 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: Colonial Park Service Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.412,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.29m (0.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $547,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 19822,  Location: 2.78 Mi To Int Rte 17 (Lat: 37.204258,  Lng: -76.504464),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 210 (year 1994),  Features Intersected: Colonial Park Service Rd,  Facility Carried by Structure: Route 17 SBL
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 19824,  Location: Yorktown @ Gloucester PT (Lat: 37.238367,  Lng: -76.510058),  Route carried "on" structure: US 17,  Year Built: 1952,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 114.51m (375.69ft),  Average Daily Traffic: 30,572 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 75,000 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: York River & Route 1208
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 109.605,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Highway Agency,  Approaching Roadway Width: 235.0m (771.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 182.0m (597.1ft), Horizontal Clearance: 12.8m (42.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 19,  Length of Maximum Span: 152.4m (500.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1144.50m (3754.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: August 2017,  Underwater Inspection Date: September 2013,  Bridge Improvement Cost: $50,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $60,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19824,  Location: Yorktown @ Gloucester PT (Lat: 37.238367,  Lng: -76.510058),  Route carried "under" structure: County highway 1208,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2012),  Features Intersected: York River & Route 1208,  Facility Carried by Structure: US 17
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 2.381,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Swing,  Length of Maximum Span: 152.4m (500.0ft)

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Structure Number: 19824,  Location: Yorktown @ Gloucester PT (Lat: 37.238367,  Lng: -76.510058),  Route carried "under" structure: Business City street 1020,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2012),  Features Intersected: York River & Route 1208,  Facility Carried by Structure: US 17
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Movable - Swing,  Length of Maximum Span: 152.4m (500.0ft)

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Structure Number: 4290003P,  Location: 0.1 MILES WEST OF NPS ROU (Lat: 37.215222,  Lng: -76.529167),  Route carried "on" structure: Spur Federal lands road 6,  Year Built: 1956,  Status: Posted for load,  Structure Length: 0.09m (0.30ft),  Average Daily Traffic: 369 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 406 (year 2027),  Features Intersected: CRAWFORD RD (VA 637),  Facility Carried by Structure: YORKTOWN WEST TOUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.9m (3.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4290004P,  Location: 0.9 MILES SOUTH OF COLONI (Lat: 37.215583,  Lng: -76.514889),  Route carried "on" structure: Federal lands road 500,  Year Built: 1959,  Year Reconstructed: 1968,  Status: Posted for load,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 369 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 406 (year 2027),  Design Load: H 15,  Features Intersected: U.S. ROUTE 17,  Facility Carried by Structure: YORKTOWN WEST TOUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $458,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4290005P,  Location: 0.1 MILES EAST OF U.S. RO (Lat: 37.229722,  Lng: -76.512528),  Route carried "on" structure: Federal lands road 1,  Year Built: 1955,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,628 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,791 (year 2027),  Design Load: H 15,  Features Intersected: YORKTOWN CREEK,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $353,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4290006P,  Location: 1.0 MILE SOUTH OF ROUTE 2 (Lat: 37.228889,  Lng: -76.515000),  Route carried "on" structure: Federal lands road 1,  Year Built: 1956,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,628 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,791 (year 2027),  Design Load: H 15,  Features Intersected: U.S. ROUTE 17,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4290007P,  Location: 1.6 MILES NORTHWEST OF U. (Lat: 37.239528,  Lng: -76.523778),  Route carried "on" structure: Federal lands road 1,  Year Built: 1956,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 11,066 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,173 (year 2027),  Design Load: H 20,  Features Intersected: COLONIAL PARKWAY,  Facility Carried by Structure: OLD WILLIAMSBURG R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $324,000 ( Estimate for 2017)
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Structure Number: 4290009P,  Location: 2.2 MILES NORTHWEST OF U. (Lat: 37.248833,  Lng: -76.532278),  Route carried "on" structure: Federal lands road 1,  Year Built: 1931,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,758 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,234 (year 2027),  Design Load: H 15,  Features Intersected: NAVAL WEAPONS ROAD,  Facility Carried by Structure: COLONIAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.361,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $69,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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