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


  • National Bridge Inventory (NBI) Statistics
  • 59Number of bridges
  • 892ft / 272mTotal length
  • $11,366,000Total costs
  • 1,208,314Total average daily traffic
  • 16,940Total average daily truck traffic
  • 1,187,040Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Tuckahoe
  • No street view available for this location

New bridges in Tuckahoe, VA - historical statistics
  • New bridges - historical statistics
  • 31940-1949
  • 41950-1959
  • 131960-1969
  • 81970-1979
  • 41980-1989
  • 91990-1999
  • 172000-2009
  • 12010-2018
Reconstructed bridges in Tuckahoe, VA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Tuckahoe, VA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 59.3%Good
  • 29.6%Satisfactory
  • 3.7%Fair
  • 7.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 29.6%Very good
  • 37.0%Good
  • 18.5%Satisfactory
  • 14.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.7%Very good
  • 51.9%Good
  • 18.5%Satisfactory
  • 25.9%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 3.0%Very good
  • 33.3%Good
  • 45.5%Satisfactory
  • 18.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 11.8%Very good
  • 35.3%Good
  • 35.3%Satisfactory
  • 17.6%Fair
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Structure Number: 8666,  Location: 1.69Fr 649&.03 Henrico CL (Lat: 37.587556,  Lng: -77.618564),  Route carried "on" structure: County highway 650,  Year Built: 1950,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 3,804 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,484 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: TUCKAHOE CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.983,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Length Of Structure Improvement: 35.10m (115.16ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2017,  Underwater Inspection Date: January 2018,  Bridge Improvement Cost: $1,640,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $2,236,000,  Deck Structure Type: Concrete Cast-file-Place
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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: 11,532 (year 2014),  Average Future Daily Traffic: 12,476 (year 2035),  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: 116.0m (380.6ft),  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: 68.9 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: 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: 107.30m (352.03ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  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: 9612,  Location: 0.51HUNGY SPR0.50FOREST A (Lat: 37.612083,  Lng: -77.537853),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2014),  Truck Traffic: 2%,  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: 9614,  Location: 1.04THR CH RD0.89SKIPWITH (Lat: 37.623869,  Lng: -77.554306),  Route carried "on" structure: County highway 7518,  Year Built: 1967,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 21,784 (year 2014),  Average Future Daily Traffic: 23,705 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 0064,  Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.645,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 8.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 91.40m (299.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $580,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9614,  Location: 1.04THR CH RD0.89SKIPWITH (Lat: 37.623869,  Lng: -77.554306),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 96,089 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 0064,  Facility Carried by Structure: PARHAM ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 292.098,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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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: 11,601 (year 2014),  Average Future Daily Traffic: 24,500 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 150,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.428,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 90.5 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 9636,  Location: .21 BERKSHIRE .25 CNTRYSD (Lat: 37.571581,  Lng: -77.577025),  Route carried "under" structure: State highway 150,  Year Built: 1990,  Structure Length: 0. m,  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: 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: 0.07m (0.23ft),  Average Daily Traffic: 9,649 (year 2014),  Average Future Daily Traffic: 10,419 (year 2035),  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: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 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 2017,  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: 52.0m (170.6ft),  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 2016,  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: 11,000 (year 2014),  Average Future Daily Traffic: 21,600 (year 2035),  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: 73.0m (239.5ft),  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 2016
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Structure Number: 9665,  Location: .29 PUMP RD .60 GASKIN RD (Lat: 37.607161,  Lng: -77.601147),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 9,754 (year 2014),  Average Future Daily Traffic: 10,512 (year 2035),  Design Load: HS 20,  Features Intersected: DEEP RUN CREEK,  Facility Carried by Structure: GAYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.397,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016
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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: 73.0m (239.5ft),  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: 1.2m (3.9ft)

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 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 26,874 (year 2014),  Average Future Daily Traffic: 46,800 (year 2035),  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: 271.0m (889.1ft),  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: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  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: 9676,  Location: .11 HOLLY HILL .05 QUIOCC (Lat: 37.601242,  Lng: -77.563861),  Route carried "under" structure: Other road ,  Year Built: 1975,  Structure Length: 0. m,  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: 9678,  Location: .25 GAYTON .30 FALCONBRID (Lat: 37.610133,  Lng: -77.595825),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,158 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,500 (year 2025),  Design Load: HS 20,  Features Intersected: DEEP RUN CREEK,  Facility Carried by Structure: RAINTREE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 77.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016
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Structure Number: 9679,  Location: 0.25 PARHAM 0.45 SKIPWITH (Lat: 37.624117,  Lng: -77.545800),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,596 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,500 (year 2025),  Design Load: HS 20,  Features Intersected: UPHAM BROOK,  Facility Carried by Structure: MAYLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9694,  Location: 0.10 TO GASKINS ROAD (Lat: 37.621167,  Lng: -77.586089),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 14,149 (year 2014),  Average Future Daily Traffic: 24,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE DEEP RUN,  Facility Carried by Structure: RIDGEFIELD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 7.2 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018
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Structure Number: 9695,  Location: 0.40 TO RIDGEFIELD PARKWY (Lat: 37.614983,  Lng: -77.586800),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 21,530 (year 2014),  Average Future Daily Traffic: 33,700 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STONEY RUN,  Facility Carried by Structure: GASKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.558,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Good,  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: January 2018
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Structure Number: 9696,  Location: 0.15 TO RIDGEFIELD PARKWY (Lat: 37.618381,  Lng: -77.585081),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 21,530 (year 2014),  Average Future Daily Traffic: 33,700 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OLD HOUSE BRANCH,  Facility Carried by Structure: GASKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018
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Structure Number: 9697,  Location: 0.45 TO THREE CHOPT ROAD (Lat: 37.626636,  Lng: -77.581811),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 33,893 (year 2014),  Average Future Daily Traffic: 50,500 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE DEEP RUN,  Facility Carried by Structure: GASKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.813,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 162.0m (531.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2018
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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: 22,104 (year 2014),  Average Future Daily Traffic: 25,700 (year 2035),  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,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  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: 61.90m (203.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,222,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,706,000,  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: 23,522 (year 2014),  Average Future Daily Traffic: 30,700 (year 2035),  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: 268.0m (879.3ft),  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: Fair,  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 2016
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Structure Number: 9786,  Location: 0.7 PARHAM & 1.5 GLENSIDE (Lat: 37.618861,  Lng: -77.543861),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 101,064 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 63,227 (year 2035),  Design Load: HS 20,  Features Intersected: UPHAM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.999,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: 9788,  Location: 1.25PARHAM RD0.97GLENSIDE (Lat: 37.612078,  Lng: -77.537450),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 101,064 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 172,000 (year 2035),  Design Load: HS 20,  Features Intersected: UPHAM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 293.964,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 384.0m (1,259.8ft),  Skew: 35 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: Satisfactory,  Operating Rating: 8.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017
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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: 22,375 (year 2014),  Average Future Daily Traffic: 31,866 (year 2035),  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,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 12.86m (42.19ft),  Average Daily Traffic: 17,467 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,000 (year 2026),  Design Load: HS 25 or greater,  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: 119.0m (390.4ft),  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: Satisfactory,  Channel: Good,  Operating Rating: 6.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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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: 0. m,  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: 1.818,  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 "on" structure: State highway 150,  Year Built: 1990,  Status: Open,  Structure Length: 128.84m (422.70ft),  Average Daily Traffic: 17,467 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 48,000 (year 2028),  Design Load: HS 25 or greater,  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: 119.0m (390.4ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 81.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1288.40m (4227.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $695,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $705,000,  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 "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 1,707 (year 2008),  Features Intersected: JAMES RV,CHERKE RD,CSX @,  Facility Carried by Structure: CHIPPENHAM PARKWAY
Minimum Vertical Clearance: 5.69m (18.67ft),  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: 9872,  Location: 0.30GASKIN RD0.33PEMBERTO (Lat: 37.607339,  Lng: -77.584800),  Route carried "on" structure: State highway 157,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,180 (year 2014),  Average Future Daily Traffic: 14,259 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TR DP RUN CK,  Facility Carried by Structure: QUIOCCASIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9875,  Location: 0.36T CHOP RD & 0.78 250 (Lat: 37.631700,  Lng: -77.569886),  Route carried "on" structure: State highway 157,  Year Built: 1967,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 10,164 (year 2014),  Average Future Daily Traffic: 18,700 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-64 & RAMPS GASKIN RD,  Facility Carried by Structure: PEMBERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 112.80m (370.08ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $980,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,085,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9875,  Location: 0.36T CHOP RD & 0.78 250 (Lat: 37.631700,  Lng: -77.569886),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 93,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I-64 & RAMPS GASKIN RD,  Facility Carried by Structure: PEMBERTON ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 290.907,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 9875,  Location: 0.36T CHOP RD & 0.78 250 (Lat: 37.631700,  Lng: -77.569886),  Route carried "under" structure: Ramp Interstate 7514,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2014),  Features Intersected: I-64 & RAMPS GASKIN RD,  Facility Carried by Structure: PEMBERTON ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 9875,  Location: 0.36T CHOP RD & 0.78 250 (Lat: 37.631700,  Lng: -77.569886),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2014),  Features Intersected: I-64 & RAMPS GASKIN RD,  Facility Carried by Structure: PEMBERTON ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 9877,  Location: .02 DELLA DR 0.14DONORA D (Lat: 37.612192,  Lng: -77.578328),  Route carried "on" structure: State highway 157,  Year Built: 1965,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 7,842 (year 2014),  Average Future Daily Traffic: 18,400 (year 2035),  Design Load: H 20,  Features Intersected: STONY RUN,  Facility Carried by Structure: PEMBERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 4.9 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: 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: December 2017
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Structure Number: 13844,  Location: 0.37 Fr 667 & 0.40 To 640 (Lat: 37.553492,  Lng: -77.701308),  Route carried "on" structure: County highway 607,  Year Built: 1945,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 590 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 754 (year 2035),  Features Intersected: BERNARDS CREEK,  Facility Carried by Structure: HUGUENOT SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $104,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13865,  Location: 1.13 Fr 624 & .130 To 714 (Lat: 37.557003,  Lng: -77.675869),  Route carried "on" structure: County highway 711,  Year Built: 1940,  Status: Temporarily open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 15,247 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,146 (year 2035),  Design Load: H 15,  Features Intersected: BERNARD CREEK,  Facility Carried by Structure: HUGUENOT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.214,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $2,250,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $3,081,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 12,251 (year 2014),  Average Future Daily Traffic: 19,000 (year 2035),  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: 186.0m (610.2ft),  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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23653,  Location: 0.70 CAMBR 0.20 GLEN EAGL (Lat: 37.619100,  Lng: -77.616464),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 11,056 (year 2014),  Average Future Daily Traffic: 11,985 (year 2035),  Design Load: HS 20,  Features Intersected: FLAT BRANCH,  Facility Carried by Structure: RIDGEFIELD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
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Structure Number: 25229,  Location: 0.63 West Ck Pkw3.20To250 (Lat: 37.620911,  Lng: -77.663553),  Route carried "on" structure: State highway 288,  Year Built: 1997,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 18,983 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,260 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BROAD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.562,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 143.0m (469.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26323,  Location: 1.4 Fr Ches CL 0.4 To 711 (Lat: 37.551961,  Lng: -77.694433),  Route carried "on" structure: State highway 288,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 21,834 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,590 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BERNARD'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26327,  Location: 0.36 Fr 624 & 0.90 To 714 (Lat: 37.559264,  Lng: -77.690528),  Route carried "on" structure: County highway 711,  Year Built: 2003,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 15,247 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,146 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: HUGUENOT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.965,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26327,  Location: 0.36 Fr 624 & 0.90 To 714 (Lat: 37.559264,  Lng: -77.690528),  Route carried "under" structure: State highway 288,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2003),  Truck Traffic: 4%,  Features Intersected: ROUTE 288,  Facility Carried by Structure: HUGUENOT TRAIL
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 2641,  Location: 1.4 Fr Ches CL 0.4 To 711 (Lat: 37.551933,  Lng: -77.694200),  Route carried "on" structure: State highway 288,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 21,834 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 73,837 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BERNARD'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26529,  Location: 0.30 Fr 6 & 0.70 To 1250 (Lat: 37.603897,  Lng: -77.666058),  Route carried "on" structure: State highway 288,  Year Built: 2003,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 37,579 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 62,201 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 302.0m (990.8ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: May 2016
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Structure Number: 26561,  Location: 0.03 Fr 624 & 0.66 To 647 (Lat: 37.585828,  Lng: -77.674306),  Route carried "on" structure: County highway 650,  Year Built: 2003,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 3,804 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,363 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 0.9m (3.0ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.5 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26561,  Location: 0.03 Fr 624 & 0.66 To 647 (Lat: 37.585828,  Lng: -77.674306),  Route carried "under" structure: State highway 288,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2003),  Truck Traffic: 4%,  Features Intersected: ROUTE 288,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.8m (9.2ft)

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Structure Number: 26562,  Location: 0.23 Fr 1250 & .40 To 647 (Lat: 37.599864,  Lng: -77.667300),  Route carried "on" structure: State highway 6,  Year Built: 2003,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 18,924 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,357 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 288
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 146.017,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 268.0m (879.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26562,  Location: 0.23 Fr 1250 & .40 To 647 (Lat: 37.599864,  Lng: -77.667300),  Route carried "under" structure: State highway 288,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2002),  Features Intersected: ROUTE 288,  Facility Carried by Structure: ROUTE 6
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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