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

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Structure Number: 6492,  Location: 00.40 29 / 01.21 123 (Lat: 38.877972,  Lng: -77.266933),  Route carried "on" structure: State highway 243,  Year Built: 1989,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 20,873 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 66 & METRO,  Facility Carried by Structure: NUTLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 8,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $225,000 ( Estimate for 2014),  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: 6796,  Location: 0.05FR701 0.15TO4949 (Lat: 38.875150,  Lng: -77.283575),  Route carried "on" structure: County highway 655,  Year Built: 1990,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 14,949 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,753 (year 2040),  Design Load: HS 20,  Features Intersected: E.& W. BOUND RTE.66,  Facility Carried by Structure: BLAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.356,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000 ( Estimate for 2014),  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: 6814,  Location: 00.00FR.664W/00.32TO664E (Lat: 38.874700,  Lng: -77.337878),  Route carried "on" structure: County highway 665,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,057 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,463 (year 2040),  Design Load: HS 20,  Features Intersected: DIFFICULT RUN,  Facility Carried by Structure: WAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 36.3 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 6826,  Location: 00.07FR.7053/00.20TO2547 (Lat: 38.903506,  Lng: -77.319083),  Route carried "on" structure: County highway 672,  Year Built: 1986,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 5,392 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,549 (year 2040),  Design Load: HS 20,  Features Intersected: DIFFICULT RUN,  Facility Carried by Structure: VALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.760,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6827,  Location: .05 FR 7490 & .50 TO 674 (Lat: 38.923533,  Lng: -77.312322),  Route carried "on" structure: County highway 673,  Year Built: 1985,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,641 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,697 (year 2040),  Design Load: HS 20,  Features Intersected: DIFFICULT RUN,  Facility Carried by Structure: LAWYERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.905,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $205,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6895,  Location: 00.08FR655/00.07TOEND (Lat: 38.874972,  Lng: -77.287931),  Route carried "on" structure: County highway 783,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 674 (year 2011),  Average Future Daily Traffic: 772 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB.OF ACCOTINK CREEK,  Facility Carried by Structure: PLATTEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 36.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $100,000 ( Estimate for 2015)

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Structure Number: 6994,  Location: 00.20FR.6474/00.20TO4385 (Lat: 38.896469,  Lng: -77.315703),  Route carried "on" structure: County highway 4382,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 141 (year 2015),  Average Future Daily Traffic: 159 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY OF ROCKY BR.,  Facility Carried by Structure: SAMAGA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.394,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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 minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: 7034,  Location: 0.08FR1051 0.20TOE.S.MNT (Lat: 38.868536,  Lng: -77.282978),  Route carried "on" structure: County highway 4909,  Year Built: 1977,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,745 (year 2015),  Average Future Daily Traffic: 3,088 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH ACCOTINK CREEK,  Facility Carried by Structure: KINGSBRIDGE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.444,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $100,000

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Structure Number: 30946,  Location: 00.07fr4949 00.09to6154 (Lat: 38.876714,  Lng: -77.274928),  Route carried "on" structure: County highway 6731,  Year Built: 2020,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 810 (year 2015),  Average Future Daily Traffic: 1,215 (year 2040),  Design Load: HL 93,  Features Intersected: I-66,  Facility Carried by Structure: VADEN DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 30947,  Location: 00.70fr50 00.60to655 (Lat: 38.868389,  Lng: -77.308225),  Route carried "on" structure: US 123,  Year Built: 2020,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 8,711 (year 2020),  Average Future Daily Traffic: 9,583 (year 2040),  Design Load: HL 93,  Features Intersected: I-66,  Facility Carried by Structure: CHAINBRIDGE ROAD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 101.389,  Lanes on structure: 8,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 6492,  Location: 00.40 29 / 01.21 123 (Lat: 38.877972,  Lng: -77.266933),  Route carried "under" structure: Ramp Interstate 66,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 1994),  Truck Traffic: 3%,  Features Intersected: ROUTE 66 & METRO,  Facility Carried by Structure: NUTLEY STREET
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 1.126,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 6492,  Location: 00.40 29 / 01.21 123 (Lat: 38.877972,  Lng: -77.266933),  Route carried "under" structure: Interstate 66,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 55,000 (year 1994),  Features Intersected: ROUTE 66 & METRO,  Facility Carried by Structure: NUTLEY STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 100.611,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 6492,  Location: 00.40 29 / 01.21 123 (Lat: 38.877972,  Lng: -77.266933),  Route carried "under" structure: Interstate 66,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 171,499 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 66 & METRO,  Facility Carried by Structure: NUTLEY STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 100.032,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 6492,  Location: 00.40 29 / 01.21 123 (Lat: 38.877972,  Lng: -77.266933),  Route carried "under" structure: Ramp Interstate 66,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 1994),  Features Intersected: ROUTE 66 & METRO,  Facility Carried by Structure: NUTLEY STREET
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.110,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 6796,  Location: 0.05FR701 0.15TO4949 (Lat: 38.875150,  Lng: -77.283575),  Route carried "under" structure: Interstate 66,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 184,175 (year 2008),  Truck Traffic: 1%,  Features Intersected: E.& W. BOUND RTE.66,  Facility Carried by Structure: BLAKE LANE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 98.567,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 6796,  Location: 0.05FR701 0.15TO4949 (Lat: 38.875150,  Lng: -77.283575),  Route carried "under" structure: Interstate 66,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 117,420 (year 1994),  Features Intersected: E.& W. BOUND RTE.66,  Facility Carried by Structure: BLAKE LANE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 98.535,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 30946,  Location: 00.07fr4949 00.09to6154 (Lat: 38.876714,  Lng: -77.274928),  Route carried "under" structure: Interstate 66,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: I-66,  Facility Carried by Structure: VADEN DRIVE
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 30946,  Location: 00.07fr4949 00.09to6154 (Lat: 38.876714,  Lng: -77.274928),  Route carried "under" structure: Interstate 66,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: I-66,  Facility Carried by Structure: VADEN DRIVE
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 30947,  Location: 00.70fr50 00.60to655 (Lat: 38.868389,  Lng: -77.308225),  Route carried "under" structure: Ramp Interstate 66,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: I-66,  Facility Carried by Structure: CHAINBRIDGE ROAD
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 30947,  Location: 00.70fr50 00.60to655 (Lat: 38.868389,  Lng: -77.308225),  Route carried "under" structure: Interstate 66,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: I-66,  Facility Carried by Structure: CHAINBRIDGE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 30947,  Location: 00.70fr50 00.60to655 (Lat: 38.868389,  Lng: -77.308225),  Route carried "under" structure: Interstate 66,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: I-66,  Facility Carried by Structure: CHAINBRIDGE ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 30947,  Location: 00.70fr50 00.60to655 (Lat: 38.868389,  Lng: -77.308225),  Route carried "under" structure: Ramp Interstate 66,  Year Built: 2020,  Structure Length: 0. m,  Features Intersected: I-66,  Facility Carried by Structure: CHAINBRIDGE ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)