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

Find on map >>   Show street view

Structure Number: 30148,  Location: 00.15FR738/00.30TO0193 (Lat: 38.971161,  Lng: -77.246900),  Route carried "on" structure: Alternate County highway 676,  Year Built: 2014,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 579 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 811 (year 2040),  Design Load: HL 93,  Features Intersected: ROCKY RUN,  Facility Carried by Structure: TOWLSTON ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Other Coated Reinforcing

Find on map >>   Show street view

Structure Number: 30426,  Location: 0.27fr 267 0.05to 7_ (Lat: 38.936203,  Lng: -77.247922),  Route carried "on" structure: Ramp US 7,  Year Built: 2017,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 4,654 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,119 (year 2040),  Design Load: HL 93,  Features Intersected: Pedestrian Underpass
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 30427,  Location: 00.50fr267 00.01to7 (Lat: 38.935969,  Lng: -77.247694),  Route carried "on" structure: Ramp State highway 267,  Year Built: 2016,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 4,300 (year 2016),  Average Future Daily Traffic: 4,300 (year 2035),  Design Load: HL 93,  Features Intersected: Pedestrian Underpass
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 76.7 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other Coated Reinforcing

Find on map >>   Show street view

Structure Number: 30428,  Location: 00.58fr684 00.23to267_ (Lat: 38.935650,  Lng: -77.247536),  Route carried "on" structure: Ramp State highway 267,  Year Built: 2017,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 55,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,197 (year 2035),  Design Load: HL 93,  Features Intersected: Pedestrian Underpass,  Facility Carried by Structure: Ramp F from WB 7
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 2100023P,  Location: 13.9 MILES FROM DULLES AI (Lat: 38.930639,  Lng: -77.208556),  Route carried "on" structure: Other road 267,  Year Built: 1963,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 13,000 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,300 (year 2026),  Design Load: HS 20,  Features Intersected: SCOTT RUN,  Facility Carried by Structure: DULLES ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.400,  Lanes on structure: 7,  Toll: On toll road,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 38.5m (126.3ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2019

Find on map >>   Show street view

Structure Number: 2100036P,  Location: 13.1 MILES FROM DULLES AI (Lat: 38.934189,  Lng: -77.216464),  Route carried "on" structure: State highway 267,  Year Built: 1964,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 22,000 (year 2008),  Average Future Daily Traffic: 26,400 (year 2028),  Features Intersected: SCOTTS RUN TRIBUTARY,  Facility Carried by Structure: WB DULLES TOLL ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.920,  Lanes on structure: 4,  Toll: On toll road,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019

Find on map >>   Show street view

Structure Number: 2100041P,  Location: 12.6 MILES FROM DULLES AI (Lat: 38.933992,  Lng: -77.233386),  Route carried "on" structure: Other road 367,  Year Built: 1984,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,000 (year 2008),  Average Future Daily Traffic: 26,400 (year 2028),  Features Intersected: SPRING HILL ROAD,  Facility Carried by Structure: WB DULLES ACCESS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.280,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2100047P,  Location: 12.6 MILES FROM DULLES AI (Lat: 38.934186,  Lng: -77.233378),  Route carried "on" structure: State highway 367,  Year Built: 1984,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 22,000 (year 2008),  Average Future Daily Traffic: 26,400 (year 2028),  Features Intersected: SPRING HILL ROAD (ROUTE,  Facility Carried by Structure: WB DULLES TOLL ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.280,  Lanes on structure: 4,  Lanes under structure: 5,  Toll: On toll road,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.5 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: Equal to 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: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2100071P,  Location: 13.1 MILES FROM DULLES AI (Lat: 38.933131,  Lng: -77.215961),  Route carried "on" structure: State highway 267,  Year Built: 2012,  Status: Open,  Structure Length: 26.60m (87.27ft),  Average Daily Traffic: 53,783 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 64,540 (year 2034),  Design Load: HS 20,  Features Intersected: DULLESS TOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.080,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: Metropolitan Washington Airports Service,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Critical Feature Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 3300001P,  Location: 0.5 MILES SOUTH OF I-495. (Lat: 38.964333,  Lng: -77.173611),  Route carried "on" structure: Federal lands road 1,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.38m (30.77ft),  Average Daily Traffic: 22,100 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,310 (year 2027),  Design Load: HS 20,  Features Intersected: DEAD RUN,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.39m (30.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3300002P,  Location: 1.4 MILES SOUTH OF I-495. (Lat: 38.963500,  Lng: -77.157778),  Route carried "on" structure: Federal lands road 1,  Year Built: 1961,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 22,100 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,310 (year 2027),  Design Load: HS 20,  Features Intersected: TURKEY RUN & PARK ACCESS,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3300003P,  Location: 2.2 MILES SOUTH OF I-495. (Lat: 38.958361,  Lng: -77.143500),  Route carried "on" structure: Alternate Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 900 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 990 (year 2033),  Design Load: H 20,  Features Intersected: GWMP,  Facility Carried by Structure: CIA ENTRANCE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Maintenance Responsibility: National Park Service,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $120,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3300004P,  Location: 3.8 MILES SOUTH OF I-495. (Lat: 38.939111,  Lng: -77.133750),  Route carried "on" structure: Alternate Federal lands road 123,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 2,500 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,750 (year 2033),  Design Load: HS 20,  Features Intersected: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.922,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: National Park Service,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3300005P,  Location: 4.6 MILES SOUTH OF I-495. (Lat: 38.931944,  Lng: -77.124111),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,140 (year 2027),  Design Load: H 20,  Features Intersected: PIMMIT RUN,  Facility Carried by Structure: GWMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.258,  Lanes on structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.76m (35.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 6169,  Location: 00.04FR F-268/00.45TO3930 (Lat: 38.959789,  Lng: -77.190564),  Route carried "under" structure: Interstate 495,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 153,526 (year 2008),  Truck Traffic: 2%,  Features Intersected: I495 CAPITAL BELTWAY,  Facility Carried by Structure: LIVE OAK DRIVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 22.011,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Find on map >>   Show street view

Structure Number: 6169,  Location: 00.04FR F-268/00.45TO3930 (Lat: 38.959789,  Lng: -77.190564),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2000),  Features Intersected: I495 CAPITAL BELTWAY,  Facility Carried by Structure: LIVE OAK DRIVE
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Find on map >>   Show street view

Structure Number: 6169,  Location: 00.04FR F-268/00.45TO3930 (Lat: 38.959789,  Lng: -77.190564),  Route carried "under" structure: Interstate 495,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2000),  Features Intersected: I495 CAPITAL BELTWAY,  Facility Carried by Structure: LIVE OAK DRIVE
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 22.011,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Find on map >>   Show street view

Structure Number: 62,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963808,  Lng: -77.183728),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 170,650 (year 1994),  Features Intersected: ROUTE I-495,  Facility Carried by Structure: EB G.W.MEM.PKWY
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 62,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963808,  Lng: -77.183728),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 97,180 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE I-495,  Facility Carried by Structure: EB G.W.MEM.PKWY
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 22.864,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 62,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963808,  Lng: -77.183728),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 170,650 (year 1994),  Features Intersected: ROUTE I-495,  Facility Carried by Structure: EB G.W.MEM.PKWY
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 6202,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963600,  Lng: -77.182356),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 97,180 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE I495,  Facility Carried by Structure: WB G.W.MEM.PKWY.
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 22.912,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 6202,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963600,  Lng: -77.182356),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 97,180 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE I495,  Facility Carried by Structure: WB G.W.MEM.PKWY.
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 22.912,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 6202,  Location: 00.47FR495/01.70TO TURKEY (Lat: 38.963600,  Lng: -77.182356),  Route carried "under" structure: Ramp Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 97,180 (year 2008),  Truck Traffic: 2%,  Features Intersected: ROUTE I495,  Facility Carried by Structure: WB G.W.MEM.PKWY.
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 22.912,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

Find on map >>   Show street view

Structure Number: 6476,  Location: 00.35FR1933/00.10TO686 (Lat: 38.954731,  Lng: -77.194439),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 1994),  Features Intersected: CAPITAL BELTWAY,  Facility Carried by Structure: GEORGETOWN PIKE
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 21.287,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 6476,  Location: 00.35FR1933/00.10TO686 (Lat: 38.954731,  Lng: -77.194439),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 1994),  Features Intersected: CAPITAL BELTWAY,  Facility Carried by Structure: GEORGETOWN PIKE
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 21.287,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 6497,  Location: 01.82FR66/00.52TO123 (Lat: 38.923736,  Lng: -77.196417),  Route carried "under" structure: County highway 650,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 12,079 (year 2008),  Truck Traffic: 1%,  Features Intersected: MAGARITY RD. (RTE. 650),  Facility Carried by Structure: WB HIRST BRAULT
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 12.936,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 6499,  Location: 01.82FR66/00.52TO123 (Lat: 38.923575,  Lng: -77.196711),  Route carried "under" structure: County highway 650,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 12,079 (year 2008),  Truck Traffic: 1%,  Features Intersected: MAGARITY RD. (RTE.650),  Facility Carried by Structure: EB HIRST BRAULT
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 12.936,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 6501,  Location: 02.12FR66/00.22TO123 (Lat: 38.927503,  Lng: -77.199706),  Route carried "under" structure: County highway 3547,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 7,560 (year 2008),  Features Intersected: CHAIN BRIDGE RD. RTE3547,  Facility Carried by Structure: HIRST BRAULT EXP.
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.595,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 6507,  Location: 00.46FR495/02.35TO66 (Lat: 38.929247,  Lng: -77.203442),  Route carried "under" structure: State highway 123,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 1994),  Features Intersected: DOLLEY MADISON/123,  Facility Carried by Structure: HIRST BRAULT EXP.
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 7.836,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 6507,  Location: 00.46FR495/02.35TO66 (Lat: 38.929247,  Lng: -77.203442),  Route carried "under" structure: State highway 123,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 44,046 (year 2008),  Features Intersected: DOLLEY MADISON/123,  Facility Carried by Structure: HIRST BRAULT EXP.
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 38.632,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 6509,  Location: 00.40FR495/02.25TO66 (Lat: 38.929089,  Lng: -77.203644),  Route carried "under" structure: State highway 123,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 1994),  Features Intersected: DOLLEY MADISON BLVD(123),  Facility Carried by Structure: DULLES A. RD.(WBL)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 6509,  Location: 00.40FR495/02.25TO66 (Lat: 38.929089,  Lng: -77.203644),  Route carried "under" structure: State highway 123,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 44,046 (year 2008),  Features Intersected: DOLLEY MADISON BLVD(123),  Facility Carried by Structure: DULLES A. RD.(WBL)
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 38.616,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 6616,  Location: 00.85FR123/01.74TO193 (Lat: 38.933153,  Lng: -77.212053),  Route carried "under" structure: State highway 267,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 1994),  Features Intersected: WBL RTE 267 & RMP NW,  Facility Carried by Structure: CAPITAL BELTWAY SB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 18.407,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 6616,  Location: 00.85FR123/01.74TO193 (Lat: 38.933153,  Lng: -77.212053),  Route carried "under" structure: Ramp Interstate 267,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 2%,  Features Intersected: WBL RTE 267 & RMP NW,  Facility Carried by Structure: CAPITAL BELTWAY SB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 6622,  Location: 00.83FR123/01.76TO193 (Lat: 38.932669,  Lng: -77.209550),  Route carried "under" structure: Federal lands road 267,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 40,500 (year 1994),  Features Intersected: WB DULLES TOLL RT 267,  Facility Carried by Structure: CAPTL.BLTWY.INR.LP
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 18.455,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>   Show street view

Structure Number: 6853,  Location: 00.05FR7542/00.05TO1752 (Lat: 38.898736,  Lng: -77.178450),  Route carried "under" structure: Interstate 66,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 85,340 (year 1994),  Features Intersected: I-66 & METRO,  Facility Carried by Structure: GREAT FALLS ST.
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 29.831,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 6855,  Location: 00.10FR690/00.20TO689 (Lat: 38.921386,  Lng: -77.153625),  Route carried "under" structure: County highway 309,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 22,289 (year 2008),  Truck Traffic: 1%,  Features Intersected: OLD DOMINION DRIVE,  Facility Carried by Structure: KIRBY ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.395,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 6863,  Location: 00.10FR.3958/00.20TO694 (Lat: 38.909350,  Lng: -77.187433),  Route carried "under" structure: Other road 267,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 38,430 (year 1994),  Features Intersected: DAR EXT & METRO,  Facility Carried by Structure: IDYLWOOD ROAD
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>   Show street view

Structure Number: 6872,  Location: 00.05FR2318/00.05TO7541 (Lat: 38.899578,  Lng: -77.184131),  Route carried "under" structure: Interstate 66,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 85,340 (year 1994),  Features Intersected: I-66 & METRO,  Facility Carried by Structure: HAYCOCK ROAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 108.640,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 6872,  Location: 00.05FR2318/00.05TO7541 (Lat: 38.899578,  Lng: -77.184131),  Route carried "under" structure: Interstate 66,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 135,451 (year 2008),  Features Intersected: I-66 & METRO,  Facility Carried by Structure: HAYCOCK ROAD
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 107.996,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 6885,  Location: 00.55FR685/00.50TO686 (Lat: 38.945675,  Lng: -77.203042),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 141,970 (year 1994),  Features Intersected: I-495 & SCOTTS RUN,  Facility Carried by Structure: OLD DOMINION DR.
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 20.016,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 6885,  Location: 00.55FR685/00.50TO686 (Lat: 38.945675,  Lng: -77.203042),  Route carried "under" structure: Interstate 495,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 141,500 (year 1994),  Features Intersected: I-495 & SCOTTS RUN,  Facility Carried by Structure: OLD DOMINION DR.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 28661,  Location: 0.06FR1198 & 0.05TO0859 (Lat: 38.935719,  Lng: -77.207489),  Route carried "under" structure: Interstate 495,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: I495; RAMPS & SCOTTS RUN,  Facility Carried by Structure: LEWINSVILLE RD
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

Find on map >>   Show street view

Structure Number: 28661,  Location: 0.06FR1198 & 0.05TO0859 (Lat: 38.935719,  Lng: -77.207489),  Route carried "under" structure: Interstate 495,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: I495; RAMPS & SCOTTS RUN,  Facility Carried by Structure: LEWINSVILLE RD
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

Find on map >>   Show street view

Structure Number: 28661,  Location: 0.06FR1198 & 0.05TO0859 (Lat: 38.935719,  Lng: -77.207489),  Route carried "under" structure: Other road 495,  Year Built: 2011,  Structure Length: 0. m,  Features Intersected: I495; RAMPS & SCOTTS RUN,  Facility Carried by Structure: LEWINSVILLE RD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

Find on map >>   Show street view

Structure Number: 28661,  Location: 0.06FR1198 & 0.05TO0859 (Lat: 38.935719,  Lng: -77.207489),  Route carried "under" structure: Other road 495,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2011),  Features Intersected: I495; RAMPS & SCOTTS RUN,  Facility Carried by Structure: LEWINSVILLE RD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

Find on map >>   Show street view

Structure Number: 28689,  Location: 3.26 NORTH OF I-66 (Lat: 38.932000,  Lng: -77.211300),  Route carried "under" structure: Alternate Other road 267,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: DTR-DAAR- future Metro,  Facility Carried by Structure: SBH & JBNEW
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

Find on map >>   Show street view

Structure Number: 28689,  Location: 3.26 NORTH OF I-66 (Lat: 38.932000,  Lng: -77.211300),  Route carried "under" structure: Alternate Other road 267,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: DTR-DAAR- future Metro,  Facility Carried by Structure: SBH & JBNEW
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

Find on map >>   Show street view

Structure Number: 28689,  Location: 3.26 NORTH OF I-66 (Lat: 38.932000,  Lng: -77.211300),  Route carried "under" structure: Alternate Other road 267,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: DTR-DAAR- future Metro,  Facility Carried by Structure: SBH & JBNEW
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

Find on map >>   Show street view

Structure Number: 2869,  Location: 0.0FR & 0.0TO (Lat: 38.932606,  Lng: -77.211658),  Route carried "under" structure: Ramp Interstate 267,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 4%,  Features Intersected: EXIT RAMP DSW & DTR WB,  Facility Carried by Structure: 495 NB HOT
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

Find on map >>   Show street view

Structure Number: 2869,  Location: 0.0FR & 0.0TO (Lat: 38.932606,  Lng: -77.211658),  Route carried "under" structure: Ramp Other road 267,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 2%,  Features Intersected: EXIT RAMP DSW & DTR WB,  Facility Carried by Structure: 495 NB HOT
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

Find on map >>   Show street view

Structure Number: 2869,  Location: 0.0FR & 0.0TO (Lat: 38.932606,  Lng: -77.211658),  Route carried "under" structure: Bypass Other road 267,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: EXIT RAMP DSW & DTR WB,  Facility Carried by Structure: 495 NB HOT
Minimum Vertical Clearance: 10.41m (34.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

Find on map >>   Show street view

Structure Number: 28691,  Location: 0.93 fr 7 & 1.60 to 193 (Lat: 38.932664,  Lng: -77.210797),  Route carried "under" structure: Ramp Other road 495,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: EXIST RAMP DSW; DTRWB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

Find on map >>   Show street view

Structure Number: 28691,  Location: 0.93 fr 7 & 1.60 to 193 (Lat: 38.932664,  Lng: -77.210797),  Route carried "under" structure: Ramp Other road 495,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: EXIST RAMP DSW; DTRWB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

Find on map >>   Show street view

Structure Number: 28691,  Location: 0.93 fr 7 & 1.60 to 193 (Lat: 38.932664,  Lng: -77.210797),  Route carried "under" structure: Ramp Other road 495,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: EXIST RAMP DSW; DTRWB
Minimum Vertical Clearance: 7.65m (25.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

Find on map >>   Show street view

Structure Number: 28692,  Location: 0.95 fr 193 0.30 to 267 (Lat: 38.932772,  Lng: -77.210992),  Route carried "under" structure: Other road 495,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: DTRWB & RMP DSW,  Facility Carried by Structure: RAMP DARNW
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

Find on map >>   Show street view

Structure Number: 28692,  Location: 0.95 fr 193 0.30 to 267 (Lat: 38.932772,  Lng: -77.210992),  Route carried "under" structure: Other road 495,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: DTRWB & RMP DSW,  Facility Carried by Structure: RAMP DARNW
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

Find on map >>   Show street view

Structure Number: 28692,  Location: 0.95 fr 193 0.30 to 267 (Lat: 38.932772,  Lng: -77.210992),  Route carried "under" structure: Ramp Other road 495,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: DTRWB & RMP DSW,  Facility Carried by Structure: RAMP DARNW
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)