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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 299ft / 90.7mTotal length
  • $9,367,000Total costs
  • 129,259Total average daily traffic
  • 6,445Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Goochland
  • No street view available for this location

New bridges in Goochland, VA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11940-1949
  • 11950-1959
  • 131960-1969
  • 21970-1979
  • 21990-1999
  • 22000-2009
  • 12010-2019
Average Bridge Daily Traffic in Goochland, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 8.3%Very good
  • 16.7%Good
  • 58.3%Satisfactory
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Good
  • 75.0%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Good
  • 58.3%Satisfactory
  • 25.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 28.6%Satisfactory
  • 50.0%Fair
  • 21.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 28.6%Satisfactory
  • 71.4%Fair
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Structure Number: 856,  Location: 1.61 Fr 615 & 1.03 To 600 (Lat: 37.711283,  Lng: -77.963481),  Route carried "on" structure: State highway 6,  Year Built: 1930,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,567 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,956 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG LICKINGHOLE CREEK,  Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.321,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 8602,  Location: 0.08 Fr 710 & 0.12 To 710 (Lat: 37.667289,  Lng: -77.884878),  Route carried "on" structure: US 522,  Year Built: 1972,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 4,993 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,492 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATION,  Facility Carried by Structure: MAIDENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.433,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.5 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 corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,555,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $2,139,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8603,  Location: 2.53 Fr 625 & 1.20 To 6 (Lat: 37.692164,  Lng: -77.955972),  Route carried "on" structure: County highway 600,  Year Built: 1954,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 949 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,044 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BIG LICKINGHOLE CREEK,  Facility Carried by Structure: ROCK CASTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.732,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $766,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8624,  Location: 2.31 Fr 615 & 1.5 To 614 (Lat: 37.737553,  Lng: -77.955497),  Route carried "on" structure: County highway 613,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 254 (year 2018),  Average Future Daily Traffic: 366 (year 2040),  Design Load: H 20,  Features Intersected: BIG LICKINGHOLE CREEK,  Facility Carried by Structure: RIDDLES BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.717,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021
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Structure Number: 8646,  Location: 0.76 Fr 637 & 1.40 To 250 (Lat: 37.698236,  Lng: -77.822850),  Route carried "on" structure: County highway 632,  Year Built: 1966,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,311 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,359 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: FAIRGROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.018,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 8647,  Location: 0.56 Fr 522 & 1.10 To 634 (Lat: 37.696764,  Lng: -77.877622),  Route carried "on" structure: County highway 632,  Year Built: 1966,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,133 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,586 (year 2040),  Design Load: HS 20,  Features Intersected: COURTHOUSE CREEK,  Facility Carried by Structure: FAIRGROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 8649,  Location: 0.50 FR 522 & 0.10 TO 672 (Lat: 37.725478,  Lng: -77.880150),  Route carried "on" structure: County highway 633,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 675 (year 2018),  Average Future Daily Traffic: 972 (year 2040),  Design Load: HS 20,  Features Intersected: COURTHOUSE CREEK,  Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 865,  Location: 0.08 Fr 672 & 1.50 To 634 (Lat: 37.725217,  Lng: -77.878692),  Route carried "on" structure: County highway 633,  Year Built: 1961,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 675 (year 2018),  Average Future Daily Traffic: 972 (year 2040),  Design Load: HS 20,  Features Intersected: COURTHOUSE CREEK BRANCH,  Facility Carried by Structure: POORHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  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: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 8654,  Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.728708,  Lng: -77.823950),  Route carried "on" structure: County highway 635,  Year Built: 1968,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 219 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 285 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-64 EBL,  Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.944,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8656,  Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.729428,  Lng: -77.823600),  Route carried "on" structure: County highway 635,  Year Built: 1968,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 219 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 285 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-64 WBL,  Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8678,  Location: 0.60 Fr 250 & 0.10 To 636 (Lat: 37.743164,  Lng: -77.838203),  Route carried "on" structure: County highway 702,  Year Built: 1968,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 333 (year 2018),  Average Future Daily Traffic: 335 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-64,  Facility Carried by Structure: PONY FARM RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11474,  Location: 0.13 Fr 701& 1.55 To 663 (Lat: 37.759150,  Lng: -77.861906),  Route carried "on" structure: County highway 611,  Year Built: 1968,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 285 (year 2019),  Average Future Daily Traffic: 402 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE-64,  Facility Carried by Structure: DONGOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.266,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13833,  Location: 1.69 Fr DEnd & .35 T0 669 (Lat: 37.665064,  Lng: -77.900114),  Route carried "on" structure: State highway 313,  Year Built: 1945,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 393 (year 1986),  Average Future Daily Traffic: 926 (year 2040),  Features Intersected: GRIGG LAKE,  Facility Carried by Structure: BEAUMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.722,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $339,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13834,  Location: GOOCHLAND & POWHATAN CLSC (Lat: 37.664122,  Lng: -77.890206),  Route carried "on" structure: US 522,  Year Built: 1972,  Status: Open,  Structure Length: 30.85m (101.21ft),  Average Daily Traffic: 4,993 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,492 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JAMES RIVER @
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.804,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.85m (101.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $3,215,000,  Roadway Improvement Cost: $950,000,  Total Project Cost: $5,415,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24009,  Location: 0.03 Fr 607 & 0.04 To 607 (Lat: 37.699878,  Lng: -77.923353),  Route carried "on" structure: State highway 6,  Year Built: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,474 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,759 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CREEK,  Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.4 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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $187,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24011,  Location: 0.08 Fr 607 & 1.03 To 630 (Lat: 37.699519,  Lng: -77.921153),  Route carried "on" structure: State highway 6,  Year Built: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,474 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,759 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHENEY'S CREEK,  Facility Carried by Structure: RIVER ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.3 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: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $187,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26113,  Location: 0.05 Fr 6 & 0.80 To 730 (Lat: 37.670244,  Lng: -77.880364),  Route carried "on" structure: County highway 634,  Year Built: 2003,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 2,350 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,290 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COURTHOUSE CREEK,  Facility Carried by Structure: MAIDENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28604,  Location: 0.60 Fr 637 & 0.83 To 250 (Lat: 37.716228,  Lng: -77.834525),  Route carried "on" structure: County highway 635,  Year Built: 2007,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 674 (year 2018),  Average Future Daily Traffic: 969 (year 2040),  Design Load: H 20,  Features Intersected: UNNAMED TR BEAVERDAM CK,  Facility Carried by Structure: CAMELBACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 3048,  Location: 2.19 FR 634 & 1.79 TO 638 (Lat: 37.676903,  Lng: -77.837592),  Route carried "on" structure: County highway 639,  Year Built: 2014,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 275 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRB BEAVERDAM CK,  Facility Carried by Structure: SHEPPARD TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021
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Structure Number: 8654,  Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.728708,  Lng: -77.823950),  Route carried "under" structure: Interstate 64,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 31,964 (year 2008),  Truck Traffic: 6%,  Features Intersected: INTERSTATE-64 EBL,  Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 265.115,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 8656,  Location: 0.40 Fr 250 & 1.2 To 702 (Lat: 37.729428,  Lng: -77.823600),  Route carried "under" structure: Interstate 64,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,035 (year 1994),  Features Intersected: INTERSTATE-64 WBL,  Facility Carried by Structure: PERKINSVILLE ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 265.083,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 8678,  Location: 0.60 Fr 250 & 0.10 To 636 (Lat: 37.743164,  Lng: -77.838203),  Route carried "under" structure: Interstate 64,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 31,964 (year 2008),  Truck Traffic: 6%,  Features Intersected: INTERSTATE-64,  Facility Carried by Structure: PONY FARM RD.
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 263.088,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 11474,  Location: 0.13 Fr 701& 1.55 To 663 (Lat: 37.759150,  Lng: -77.861906),  Route carried "under" structure: Interstate 64,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,075 (year 1994),  Features Intersected: INTERSTATE-64,  Facility Carried by Structure: DONGOLA ROAD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 49.300,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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