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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 749m2,457ftTotal length
  • $5,115,000Total costs
  • 380,191Total average daily traffic
  • 6,700Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Tuckahoe
  • No street view available for this location

New bridges - Historical Statistics

  • 11940-1949
  • 21950-1959
  • 31960-1969
  • 81970-1979
  • 71990-1999
  • 22010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 9612,  Location: 0.51HUNGY SPR0.50FOREST A (Lat: 37.612083,  Lng: -77.537853),  Route carried "on" structure: County highway 7667,  Year Built: 1967,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 12,632 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,123 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 0064,  Facility Carried by Structure: SKIPWITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 10.73m (35.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 14,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9636,  Location: .21 BERKSHIRE .25 CNTRYSD (Lat: 37.571581,  Lng: -77.577025),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 8,063 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 150,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.280,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 9654,  Location: .4 FR RIDGE RD & .46 TO 6 (Lat: 37.588153,  Lng: -77.551850),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,097 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,000 (year 2030),  Features Intersected: LITTLE WESTHAM CREEK,  Facility Carried by Structure: FOREST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9663,  Location: .05 BALDWIN .05 BEECHWOOD (Lat: 37.581717,  Lng: -77.545256),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 614 (year 2013),  Average Future Daily Traffic: 400 (year 2025),  Design Load: HS 20,  Features Intersected: LITTLE WESTHAM CREEK,  Facility Carried by Structure: WOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9664,  Location: .30 FR 6 & .44 TO GAYTON (Lat: 37.602347,  Lng: -77.606250),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,106 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,000 (year 2025),  Design Load: HS 20,  Features Intersected: DEEP RUN CREEK,  Facility Carried by Structure: PUMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14
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Structure Number: 9671,  Location: .05 BALDWIN .05 BEECHWOOD (Lat: 37.584267,  Lng: -77.547756),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,158 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2025),  Design Load: HS 20,  Features Intersected: LITTLE WESTHAM CREEK,  Facility Carried by Structure: WESTHAM PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9674,  Location: .18 STARLING .17 PARHAM (Lat: 37.602975,  Lng: -77.566511),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,554 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,000 (year 2025),  Design Load: H 20,  Features Intersected: SHOPPING CENTER ROAD,  Facility Carried by Structure: QUIOCCASIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.584,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9676,  Location: .11 HOLLY HILL .05 QUIOCC (Lat: 37.601242,  Lng: -77.563861),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25,723 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,000 (year 2025),  Design Load: H 20,  Features Intersected: SHOPPING CENTER ROAD,  Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.813,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $950,000 ( Estimate for 2010),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9729,  Location: 0.29PUMP ROAD0.75GOOCH CO (Lat: 37.597142,  Lng: -77.612853),  Route carried "on" structure: State highway 6,  Year Built: 1971,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 23,934 (year 2008),  Average Future Daily Traffic: 45,000 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: DEEP RUN CREEK,  Facility Carried by Structure: PATTERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.783,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 13,  Bridge Improvement Cost: $1,222,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,706,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9731,  Location: 0.34LAKEWATER & 0.03 157 (Lat: 37.596097,  Lng: -77.593828),  Route carried "on" structure: State highway 6,  Year Built: 1970,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 24,818 (year 2008),  Average Future Daily Traffic: 35,533 (year 2017),  Design Load: HS 20,  Features Intersected: CABIN BRANCH,  Facility Carried by Structure: PATTERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.438,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: November 14
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Structure Number: 9854,  Location: 0.09WCL RICH 0.21WT STA R (Lat: 37.567842,  Lng: -77.536592),  Route carried "on" structure: State highway 147,  Year Built: 1949,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 25,885 (year 2008),  Average Future Daily Traffic: 55,034 (year 2026),  Design Load: H 20,  Features Intersected: LITTLE WESTHAM CREEK,  Facility Carried by Structure: HUGUENOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.417,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $537,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 9857,  Location: 0.0 WCL RICH & 0.0 HNRICO (Lat: 37.566281,  Lng: -77.577389),  Route carried "on" structure: State highway 150,  Year Built: 1990,  Status: Open,  Structure Length: 128.60m (421.92ft),  Average Daily Traffic: 17,779 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,000 (year 2026),  Design Load: HS 25,  Features Intersected: JAMES RV,CHERKE RD,CSX @,  Facility Carried by Structure: CHIPPENHAM PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9859,  Location: 0.0 WCL RICH & 0.0 HENRIC (Lat: 37.566278,  Lng: -77.577250),  Route carried "on" structure: State highway 150,  Year Built: 1990,  Status: Open,  Structure Length: 128.84m (422.70ft),  Average Daily Traffic: 17,779 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,000 (year 2028),  Design Load: HS 25,  Features Intersected: JAMES RV,CHERKE RD,CSX @,  Facility Carried by Structure: CHIPPENHAM PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 128.84m (422.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Bridge Improvement Cost: $695,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $705,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21299,  Location: 0.0 WCL RICHMOND 0.07 147 (Lat: 37.568600,  Lng: -77.536161),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,857 (year 2008),  Average Future Daily Traffic: 38,237 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE WESTHAM CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.965,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26545,  Location: O.38 M N. CHEROKEE ROAD (Lat: 37.561939,  Lng: -77.543831),  Route carried "on" structure: State highway 147,  Year Built: 2013,  Status: Open,  Structure Length: 90.98m (298.49ft),  Average Daily Traffic: 28,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,000 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: JAMES RV, CSX & RIVS DR,  Facility Carried by Structure: HUGUENOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 59.4m (194.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing
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Structure Number: 26599,  Location: 1.41 FR 6 1.08 TO RIDGEFD (Lat: 37.611669,  Lng: -77.636219),  Route carried "on" structure: County highway 7703,  Year Built: 1999,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,731 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COPPERAS CREEK,  Facility Carried by Structure: LAUDERDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.278,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 14
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Structure Number: 9612,  Location: 0.51HUNGY SPR0.50FOREST A (Lat: 37.612083,  Lng: -77.537853),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 96,089 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 0064,  Facility Carried by Structure: SKIPWITH ROAD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 294.045,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 9636,  Location: .21 BERKSHIRE .25 CNTRYSD (Lat: 37.571581,  Lng: -77.577025),  Route carried "under" structure: State highway 150,  Year Built: 1990,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 35,558 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE 150,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 0.63m (2.07ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 9674,  Location: .18 STARLING .17 PARHAM (Lat: 37.602975,  Lng: -77.566511),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,000 (year 2010),  Features Intersected: SHOPPING CENTER ROAD,  Facility Carried by Structure: QUIOCCASIN ROAD
Minimum Vertical Clearance: 3.75m (12.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 9676,  Location: .11 HOLLY HILL .05 QUIOCC (Lat: 37.601242,  Lng: -77.563861),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 4,000 (year 2010),  Features Intersected: SHOPPING CENTER ROAD,  Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 9857,  Location: 0.0 WCL RICH & 0.0 HNRICO (Lat: 37.566281,  Lng: -77.577389),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 128.60m (421.92ft),  Average Daily Traffic: 1,707 (year 2008),  Features Intersected: JAMES RV,CHERKE RD,CSX @,  Facility Carried by Structure: CHIPPENHAM PARKWAY
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.818,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 9859,  Location: 0.0 WCL RICH & 0.0 HENRIC (Lat: 37.566278,  Lng: -77.577250),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 128.84m (422.70ft),  Average Daily Traffic: 1,707 (year 2008),  Features Intersected: JAMES RV,CHERKE RD,CSX @,  Facility Carried by Structure: CHIPPENHAM PARKWAY
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 26545,  Location: O.38 M N. CHEROKEE ROAD (Lat: 37.561939,  Lng: -77.543831),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 90.98m (298.49ft),  Average Daily Traffic: 1,400 (year 2012),  Truck Traffic: 1%,  Features Intersected: JAMES RV, CSX & RIVS DR,  Facility Carried by Structure: HUGUENOT ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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