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

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Structure Number: 1771,  Location: 6.59 RT 612 - 1.07 RT 256 (Lat: 38.273183,  Lng: -78.937017),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 24,263 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 33,968 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NS RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 377.697,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $61,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 14234,  Location: 02.67FR234/01.07TO784 (Lat: 38.613617,  Lng: -77.301381),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 68,576 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 96,006 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NEABSCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.489,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.63m (31.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $99,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14259,  Location: 00.21FR1780/00.20TO95SB (Lat: 38.633750,  Lng: -77.293225),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 13,047 (year 2020),  Average Future Daily Traffic: 18,266 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD TELEGRAPH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $285,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14294,  Location: 01.10 784 / 00.40 640 (Lat: 38.645436,  Lng: -77.347064),  Route carried "on" structure: County highway 2025,  Year Built: 1955,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,295 (year 2020),  Average Future Daily Traffic: 3,179 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NEABSCO CREEK,  Facility Carried by Structure: DELANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 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: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 14297,  Location: 00.85FR1/03.60TO640 (Lat: 38.611700,  Lng: -77.303797),  Route carried "on" structure: County highway 610,  Year Built: 1996,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 6,824 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,555 (year 2040),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: CARDINAL DRIVE WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.59m (41.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000 ( 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: 14391,  Location: .60Mi.Fr 2068/.35Mi.To638 (Lat: 38.628303,  Lng: -77.293825),  Route carried "on" structure: County highway 784,  Year Built: 1983,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 33,268 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,575 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: DALE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.799,  Lanes on structure: 7,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.83m (42.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $175,000 ( 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: 14424,  Location: 00.05FR1878/00.05TO1894 (Lat: 38.633008,  Lng: -77.336400),  Route carried "on" structure: County highway 1826,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,920 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,312 (year 2040),  Design Load: HS 20,  Features Intersected: NEABSCO CREEK,  Facility Carried by Structure: DARBYDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.726,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $25,000 ( Estimate for 2015)

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Structure Number: 1443,  Location: 00.10 2086 / 00.05 2256 (Lat: 38.645289,  Lng: -77.365925),  Route carried "on" structure: County highway 2053,  Year Built: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,576 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,006 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY OF NEABSCO CK.,  Facility Carried by Structure: LINDENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.487,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2014)

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Structure Number: 24217,  Location: 01.00Fr642 / 01.60To3020 (Lat: 38.686486,  Lng: -77.377286),  Route carried "on" structure: County highway 294,  Year Built: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 23,261 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,565 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. OF CROOKED CREEK,  Facility Carried by Structure: PRINCE WILLIAM PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.966,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.50m (60.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $100,000

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Structure Number: 24661,  Location: 02.67FR234/01.07TO784 (Lat: 38.613514,  Lng: -77.300933),  Route carried "on" structure: Alternate Interstate 95,  Year Built: 1996,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 7,008 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,811 (year 2040),  Design Load: HS 20,  Features Intersected: NEABSCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.206,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.1 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,  Waterway Adequacy: Equal to present desirable criteria,  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 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25144,  Location: 00.10FR1857/00.10TO 3798 (Lat: 38.625306,  Lng: -77.313333),  Route carried "on" structure: County highway 2480,  Year Built: 1997,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,085 (year 2009),  Average Future Daily Traffic: 18,578 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. OF NEABSCO CREEK,  Facility Carried by Structure: BENITA FITZGERALD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 81.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: 29082,  Location: 00.15FRHARG/00.10TOTAVER (Lat: 38.670867,  Lng: -77.350711),  Route carried "on" structure: County highway 3716,  Year Built: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 351 (year 2013),  Average Future Daily Traffic: 398 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TRIB OF NEABSCO CREEK,  Facility Carried by Structure: MONTEGA DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $125,000

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Structure Number: 14259,  Location: 00.21FR1780/00.20TO95SB (Lat: 38.633750,  Lng: -77.293225),  Route carried "under" structure: County highway 1781,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,592 (year 2004),  Features Intersected: OLD TELEGRAPH RD.,  Facility Carried by Structure: RAMP E OF I-95
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 14297,  Location: 00.85FR1/03.60TO640 (Lat: 38.611700,  Lng: -77.303797),  Route carried "under" structure: Interstate 95,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 172,741 (year 2008),  Truck Traffic: 4%,  Features Intersected: I-95,  Facility Carried by Structure: CARDINAL DRIVE WBL
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 250.087,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 14297,  Location: 00.85FR1/03.60TO640 (Lat: 38.611700,  Lng: -77.303797),  Route carried "under" structure: Interstate 95,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 1994),  Truck Traffic: 5%,  Features Intersected: I-95,  Facility Carried by Structure: CARDINAL DRIVE WBL
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 7.836,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 14297,  Location: 00.85FR1/03.60TO640 (Lat: 38.611700,  Lng: -77.303797),  Route carried "under" structure: Interstate 95,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 172,741 (year 2008),  Truck Traffic: 4%,  Features Intersected: I-95,  Facility Carried by Structure: CARDINAL DRIVE WBL
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 250.087,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 14391,  Location: .60Mi.Fr 2068/.35Mi.To638 (Lat: 38.628303,  Lng: -77.293825),  Route carried "under" structure: Interstate 95,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 1994),  Features Intersected: ROUTE I-95,  Facility Carried by Structure: DALE BOULEVARD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 253.257,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 14391,  Location: .60Mi.Fr 2068/.35Mi.To638 (Lat: 38.628303,  Lng: -77.293825),  Route carried "under" structure: Interstate 95,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 1994),  Features Intersected: ROUTE I-95,  Facility Carried by Structure: DALE BOULEVARD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 253.257,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 14391,  Location: .60Mi.Fr 2068/.35Mi.To638 (Lat: 38.628303,  Lng: -77.293825),  Route carried "under" structure: Interstate 95,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 186,506 (year 2008),  Truck Traffic: 4%,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: DALE BOULEVARD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 253.257,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 14391,  Location: .60Mi.Fr 2068/.35Mi.To638 (Lat: 38.628303,  Lng: -77.293825),  Route carried "under" structure: Interstate 95,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 186,506 (year 2008),  Truck Traffic: 4%,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: DALE BOULEVARD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 253.257,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 14391,  Location: .60Mi.Fr 2068/.35Mi.To638 (Lat: 38.628303,  Lng: -77.293825),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 186,506 (year 2008),  Truck Traffic: 4%,  Features Intersected: ROUTE I-95,  Facility Carried by Structure: DALE BOULEVARD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 253.257,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 14419,  Location: 0.15FR1781 / 0.35TO2068 (Lat: 38.632289,  Lng: -77.296289),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 1994),  Features Intersected: NW RAMP E OF RT I-95,  Facility Carried by Structure: POTOMAC MILLS ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)