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

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Structure Number: 6221,  Location: 00.07 748 / 00.17 5550 (Lat: 38.701197,  Lng: -77.210000),  Route carried "on" structure: US 1,  Year Built: 1989,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 33,825 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,208 (year 2040),  Design Load: HS 20,  Features Intersected: POHICK CREEK,  Facility Carried by Structure: JEFF DAVIS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.153,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6222,  Location: 00.06 3180 / 00.99 611 (Lat: 38.679839,  Lng: -77.226297),  Route carried "on" structure: US 1,  Year Built: 1994,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 33,995 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,394 (year 2040),  Design Load: HS 20,  Features Intersected: GILES RUN,  Facility Carried by Structure: JEFFERSON DAVIS HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.379,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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 desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $55,000 ( Estimate for 2015)

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Structure Number: 6389,  Location: 2.41 Fr 642 & 0.68 To 123 (Lat: 38.674264,  Lng: -77.240328),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 81,442 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 114,019 (year 2040),  Design Load: HS 20,  Features Intersected: FURNACE RD & ROUTE 611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.320,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,688,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $3,000,000,  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: 6391,  Location: 00.70FR123/00.20TO1 NBL (Lat: 38.673797,  Lng: -77.240083),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 188,807 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 257,577 (year 2040),  Design Load: HS 20,  Features Intersected: FURNACE ROAD - ROUTE 611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.111,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $500,000 ( 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: 6397,  Location: 01.20FR123/02.00TO642 (Lat: 38.677147,  Lng: -77.233786),  Route carried "on" structure: Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 86,225 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 120,715 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP C OF I-95 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.722,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015),  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: 6425,  Location: 3.12FR123 / 3.08TO617 (Lat: 38.705039,  Lng: -77.223669),  Route carried "on" structure: Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 199,669 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 275,652 (year 2040),  Design Load: HS 20,  Features Intersected: LORTON ROAD & ROUTE 642
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.715,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.9m (176.8ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.2m (125.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 54.0m (177.2ft),  Out-to-Out Width: 63.7m (209.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $150,000 ( 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: 6435,  Location: 00.63FR611/00.40TO95NB (Lat: 38.677442,  Lng: -77.229547),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 7,200 (year 2020),  Average Future Daily Traffic: 10,080 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 1; RAMPS A B&D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.779,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $700,000,  Total Project Cost: $1,500,000 ( 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: 6672,  Location: 00.10FR3180/00.28TO825 (Lat: 38.678014,  Lng: -77.225067),  Route carried "on" structure: County highway 611,  Year Built: 1958,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,272 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,781 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GILES RUN,  Facility Carried by Structure: COLCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.836,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $600,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6673,  Location: 0.90FR1 / 0.90TO242 (Lat: 38.698167,  Lng: -77.201394),  Route carried "on" structure: County highway 611,  Year Built: 1950,  Year Reconstructed: 1992,  Status: Closed,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,980 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,772 (year 2040),  Design Load: HS 20,  Features Intersected: POHICK CREEK,  Facility Carried by Structure: OLD COLCHESTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 8.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $352,000,  Deck Structure Type: Wood or Timber

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Structure Number: 23633,  Location: 01.45FR242/01.14TO123 (Lat: 38.676400,  Lng: -77.233400),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 14,601 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,441 (year 2040),  Design Load: HS 20,  Features Intersected: RAMPS C & D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $220,000 ( 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: 23639,  Location: 0152/242_____0111/123 (Lat: 38.676233,  Lng: -77.234672),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 14,601 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,441 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 95NB & HOV,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $220,000 ( 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: 2364,  Location: 1.65FR242/0.92TO123 (Lat: 38.676239,  Lng: -77.236186),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 14,601 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,441 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 95 S.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $220,000 ( 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: 23641,  Location: 1.87FR242/0.80TO123 (Lat: 38.674436,  Lng: -77.240489),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 14,601 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,441 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 611;FURNACE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.352,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $150,000 ( 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: 23719,  Location: 01.50FR123/01.70TO642 (Lat: 38.680419,  Lng: -77.230511),  Route carried "on" structure: Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 86,225 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 120,715 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 1 NBL (RAMP J),  Facility Carried by Structure: SHIRLEY MEM HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 267.046,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.2 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,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $200,000 ( Estimate for 2015),  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: 24153,  Location: 00.71FR642/02.35TO617 (Lat: 38.713992,  Lng: -77.218056),  Route carried "on" structure: Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 216,051 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 300,578 (year 2040),  Design Load: HS 20,  Features Intersected: POHICK CREEK,  Facility Carried by Structure: SHIRLEY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.438,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.2m (181.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 54.0m (177.2ft),  Out-to-Out Width: 56.6m (185.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $220,000,  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: 24422,  Location: 00.50FR611/01.50TO242 (Lat: 38.675658,  Lng: -77.233717),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1995,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 20,000 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,855 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $100,000,  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: 27663,  Location: 00.20FR1820/00.01TO1235 (Lat: 38.703950,  Lng: -77.214167),  Route carried "on" structure: County highway 642,  Year Built: 2005,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 17,158 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,021 (year 2040),  Design Load: HS 20,  Features Intersected: POHICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015),  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: 27745,  Location: 00.02FR642/00.10TOSKIDDAW (Lat: 38.704236,  Lng: -77.232483),  Route carried "on" structure: County highway 1108,  Year Built: 2003,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: GILES MILL BRANCH,  Facility Carried by Structure: WINDERMERE HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27815,  Location: 01.20FR123/02.00TO642 (Lat: 38.677433,  Lng: -77.233750),  Route carried "on" structure: Interstate 95,  Year Built: 1994,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 22,724 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,814 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP - C,  Facility Carried by Structure: HOV REVERSIBLE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 260.722,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( 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: 29172,  Location: 00.30FRPENIW/00.15TODEADE (Lat: 38.702731,  Lng: -77.277864),  Route carried "on" structure: County highway 10545,  Year Built: 2008,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 200 (year 2009),  Average Future Daily Traffic: 500 (year 2030),  Design Load: HS 20,  Features Intersected: TRIB OF ELK HORN RUN,  Facility Carried by Structure: Occoquan Ovrlk Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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: Equal to present desirable criteria,  Deck Geometry: 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: October 2020

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Structure Number: 29173,  Location: 00.60FR0123/00.10TOELKHOR (Lat: 38.704053,  Lng: -77.272169),  Route carried "on" structure: County highway 10335,  Year Built: 2008,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 500 (year 2009),  Average Future Daily Traffic: 2,000 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ELK HORN RUN,  Facility Carried by Structure: PENIWELL DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 29831,  Location: 00.10fr642 00.50to636 (Lat: 38.704847,  Lng: -77.248061),  Route carried "on" structure: Alternate County highway 611,  Year Built: 2015,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,000 (year 2035),  Design Load: HS 20,  Features Intersected: Greenway Trail & Underpa,  Facility Carried by Structure: FURNACE ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  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: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.0 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 replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30459,  Location: 0.50fr747 0.60to611 (Lat: 38.705639,  Lng: -77.236606),  Route carried "on" structure: Alternate County highway 642,  Year Built: 2016,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 9,863 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,808 (year 2040),  Design Load: HS 20,  Features Intersected: GILES RUN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 49.6m (162.7ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31554,  Location: 0.90FR1 / 0.90TO242 (Lat: 38.698272,  Lng: -77.201369),  Route carried "on" structure: County highway 611,  Year Built: 2021,  Status: Temporarily open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,980 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,772 (year 2040),  Design Load: HL 93,  Features Intersected: POHICK CREEK,  Facility Carried by Structure: OLD COLCHESTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.150,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $352,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 6389,  Location: 2.41 Fr 642 & 0.68 To 123 (Lat: 38.674264,  Lng: -77.240328),  Route carried "under" structure: State highway 611,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,539 (year 2008),  Truck Traffic: 19%,  Features Intersected: FURNACE RD & ROUTE 611,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 6391,  Location: 00.70FR123/00.20TO1 NBL (Lat: 38.673797,  Lng: -77.240083),  Route carried "under" structure: County highway 611,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 3,539 (year 2008),  Truck Traffic: 19%,  Features Intersected: FURNACE ROAD - ROUTE 611,  Facility Carried by Structure: I-95 NBL & HOV
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 1.931,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: 6397,  Location: 01.20FR123/02.00TO642 (Lat: 38.677147,  Lng: -77.233786),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 1994),  Features Intersected: RAMP C OF I-95 SBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 6425,  Location: 3.12FR123 / 3.08TO617 (Lat: 38.705039,  Lng: -77.223669),  Route carried "under" structure: County highway 642,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,956 (year 2008),  Truck Traffic: 14%,  Features Intersected: LORTON ROAD & ROUTE 642,  Facility Carried by Structure: NB-95; HOV & SB-95
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.298,  Lanes on structure: 9,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 6425,  Location: 3.12FR123 / 3.08TO617 (Lat: 38.705039,  Lng: -77.223669),  Route carried "under" structure: County highway 642,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,956 (year 2008),  Truck Traffic: 14%,  Features Intersected: LORTON ROAD & ROUTE 642,  Facility Carried by Structure: NB-95; HOV & SB-95
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.298,  Lanes on structure: 9,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 6435,  Location: 00.63FR611/00.40TO95NB (Lat: 38.677442,  Lng: -77.229547),  Route carried "under" structure: US 1,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 40,136 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 1; RAMPS A B&D,  Facility Carried by Structure: RAMPS F&J OF I-95
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 286.048,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 6435,  Location: 00.63FR611/00.40TO95NB (Lat: 38.677442,  Lng: -77.229547),  Route carried "under" structure: Ramp US 1,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 40,136 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 1; RAMPS A B&D,  Facility Carried by Structure: RAMPS F&J OF I-95
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 286.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 23633,  Location: 01.45FR242/01.14TO123 (Lat: 38.676400,  Lng: -77.233400),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Truck Traffic: 1%,  Features Intersected: RAMPS C & D
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 23639,  Location: 0152/242_____0111/123 (Lat: 38.676233,  Lng: -77.234672),  Route carried "under" structure: Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: ROUTE 95NB & HOV,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 23639,  Location: 0152/242_____0111/123 (Lat: 38.676233,  Lng: -77.234672),  Route carried "under" structure: Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 1994),  Truck Traffic: 1%,  Features Intersected: ROUTE 95NB & HOV,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 2364,  Location: 1.65FR242/0.92TO123 (Lat: 38.676239,  Lng: -77.236186),  Route carried "under" structure: Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 1994),  Truck Traffic: 1%,  Features Intersected: ROUTE 95 S.B.
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 23641,  Location: 1.87FR242/0.80TO123 (Lat: 38.674436,  Lng: -77.240489),  Route carried "under" structure: Ramp Other road 611,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 3,539 (year 2008),  Truck Traffic: 19%,  Features Intersected: ROUTE 611;FURNACE ROAD,  Facility Carried by Structure: RAMP-B_OF S.B. 95
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 1.947,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 23719,  Location: 01.50FR123/01.70TO642 (Lat: 38.680419,  Lng: -77.230511),  Route carried "under" structure: Ramp State highway 1,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 1994),  Features Intersected: ROUTE 1 NBL (RAMP J),  Facility Carried by Structure: SHIRLEY MEM HWY
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 24422,  Location: 00.50FR611/01.50TO242 (Lat: 38.675658,  Lng: -77.233717),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 1994),  Features Intersected: RAMP A
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.998,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 27815,  Location: 01.20FR123/02.00TO642 (Lat: 38.677433,  Lng: -77.233750),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2007),  Features Intersected: RAMP - C,  Facility Carried by Structure: HOV REVERSIBLE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)